EVALUACIÓN ESTRUCTURAL
ESTACIÓN PADRE AMAYA
TORRE CADRADA DE SECCIÓN VARIABLE
ALTURA 141m
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LEVANTAMIENTO ESTRUCTUAL – TORRE RTVC CERRO PADRE AMAYA Con el fin de hacer la identificación de los elementos que componen la torre auto soportada de sección tronco piramidal de la estación Padre Amaya de RTVC, ubicada en el Cerro Padre Amaya al noroccidente de Medellín, en jurisdicción de los corregimientos de Palmitas, San Cristóbal y San Antonio de Prado, se llevó a cabo un levantamiento estructural para hacer una inspección visual y determinar su estado actual, realizando un chequeo detallado desde el punto de vista del estado de los elementos estructurales y redundantes, y la necesidad de mantenimiento, teniendo en cuenta los siguientes parámetros:
• • • • • • • • • • • •
Identificación de elementos flexionados Identificación de elementos flojos Identificación de elementos faltantes Identificación de tornillos y tuercas faltantes y/o flojos (prueba de torque) Identificación de accesorios (antenas, escalerillas, pasarelas y plataformas) Estado de la pintura y/o galvanizado Estado de oxidación de elementos Ubicación de luces de obstrucción y pararrayos. Identificación de cableado existente. Identificación de elementos de protección de caída. Elaboración del perfil de la torre. Verificación de verticalidad y torsión horizontal.
A continuación se presenta un resumen de cada uno de los ítems contemplados en el levantamiento.
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DESCRIPCIÓN En el levantamiento realizado se hizo la revisión desde los elementos de la sección inferior hasta la parte superior donde no se evidenció la presencia de elementos flexionados, ni elementos faltantes.
Identificación de elementos flexionados, elementos flojos y/o faltantes
En términos generales, los elementos estructurales y redundantes se encuentran en buen estado.
Foto 1. Vista en contra picada de la torre
Foto 2. Vista interna de la torre
Foto 3. Vista interior de la torre.
Foto 4. Detalle de cierre y plataforma
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Identificación de tornillos y tuercas faltantes y/o flojos
Se revisaron la totalidad de los tornillos, nudos y uniones para verificar el diámetro, longitud, calidad, faltantes, torque y apriete de los tornillos existentes, verificando si tienen arandelas y wasas de presión. No hay tornillos faltantes y se encuentran colocados ordenadamente, con las longitudes requeridas e instalados con arandela, wasa de presión y en general presentan buenas condiciones de torque. La calidad de los tornillos es A-394 Tipo 0.
Foto 5. Detalle de tornillos, se muestra que cumple con la longitud requerida
Foto 7. Unión de Montantes en tramos rectos
Foto 6. Detalle de unión atornillada entre dos montantes
Foto 8. Detalle de la unión de montantes en la transición de sección.
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Identificación de accesorios (antenas, escalerillas, pasarelas y plataformas)
En el levantamiento se identificaron las antenas existentes en la torre con sus dimensiones y posicionamiento, y esta información se muestra en la evaluación estructural del estado actual en un cuadro de antenas. También se identificaron las escalerillas tanto de acceso como la porta cables, las cuales una está al lado de la otra. La estructura no tiene un sistema de protección de caídas. El la escalerilla porta cables se encuentra en un 90% de su capacidad, apantallado por la escalera de acceso a la estructura, el puente guía horizontal se encuentra en buen estado. La torre cuenta con 12 plataformas de descanso correctamente instaladas, las cuales cuentan con guarda cuerpo, guarda pies y pasamanos, y piso en lámina perforada. La torre cuenta con 12 plataformas de descanso tipo rejilla, con una plataforma principal tipo pasarela, que abarca el cuadrante de la torre ubicada a nivel 31 mts.
Foto 9. Puente guía de onda
Foto 10. Escalera porta cables y escalera de acceso sin línea de vida
Foto 11. Escalera de acceso sin línea de vida
Foto 12. Escalera de acceso sin línea de vida y detalle de plataforma de descanso
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Foto 13. Detalle pasarela a la altura de 31.00m, cuenta con pasamanos, guarda cuerpo y guarda pie
Foto 14. Detalle de plataforma de descanso tipo rejilla
Foto 15. Vista general de antenas
Foto 16. Antenas UHF existentes
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DESCRIPCIÓN En el levantamiento se revisaron los sistemas de luces de obstrucción, faros, caperuzas, caja de control, foto celda, acometida y cableado, El sistema de luces se encuentra en tres partes de la torre: a 45m, 93m y 150m. Los cuales se encontraron en buen estado y correcto funcionamiento.
Identificación de sistemas de luces y para rayos
El sistema de para rayos se reviso soporte, cableado, aisladores y soldaduras. Encontrando 2 para rayos en la estructura a 74m y 140m. Se observo que el cableado, no esta aterrizado correctamente ya está pegado con amarres a la estructura y no posee aisladores.
Foto 17. Detalle luces obstruccion.
Foto 18. Detalle de luz a 93m.
Foto 19. Detalle Para Rayo centro de la torre
Foto 20. Detalle cableado pegado a torre sin aisladores.
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Estado de la pintura y/o galvanizado y estado de oxidación de elementos
La pintura en la estructura presenta una muy buena apariencia con alta adherencia y no se evidencian soplos, agrietamientos ni desprendimientos. La Pintura en la estructura cumple con el reglamento de la Aeronáutica Civil (Aerocivil) en su capítulo decimo cuarto Parágrafo 14.3.6.2.4. Referente a la cantidad de flanjas como debe estar pintada la estructura la cual solo debe tener siete flanjas de dos colores (blanco y naranja) empezando y terminando con naranja. El galvanizado en un 99% está en buen estado, presentándose algunos focos de corrosión en elementos no estructurales tal como el material de los soportes de antenas nivel 65m, pero que no afectan la integridad de la torre.
Foto 13. Prueba de Adherencia pintura de la torre
Foto 14. Detalle de las franjas iniciales.
Foto 21. Detalle de corrosión en soportes, antenas
Foto 22. Soportes antenas con oxidación Nivel 65m.
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DESCRIPCIÓN La estructura no cuenta con medidas activas de protección tal como lo señala la resolución numero 003673 de 2008 en su capítulo IV articulo 12 parágrafo del ministerio de protección social, referente de líneas de vida verticales fijas, con la cual debería de contar una estructura de este tipo, reglamentado en la guía de trabajo seguro en torres de telecomunicaciones expedido por el ministerio de protección social.
Identificación de elementos de protección de caída
La escalera es tipo gato, cuenta con guarda cuerpo y un ancho de 500 mm hasta los 130 mts. Apartir de esta altura la escalera se reduce a un ancho de 200 mm, y por la gran cantidad de cableado de las antenas tipo panel el acceso se limita y debe ser realizado por la parte externa de la estructura
Foto 23. Escalera sin hay línea de vida.
Foto 24. Vista de escalera, reducida a partir de 130 mt.
Foto 25. Acceso reducido por cableado de antenas al interior escalera 200 mm.
Foto 26. Plataforma de descanso, en nivel 31 mts. Plataformas en buen estado.
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DESCRIPCIÓN
Silueta torre existente
Sección transversal: 0.70m
N+141
Sección transversal: 0.70m
N+132
Sección transversal: 1.38m
N+128
Sección transversal: 1.38m
N+118
Sección transversal: 2.65m
N+115
Sección transversal: 2.65m
N+93.54
CALIDAD DE LOS MATERIALES Perfilería estructural en acero de alta resistencia ASTM A-572 Platinería en acero de resistencia normal ASTM A-36 Tornillería de resistencia normal en acero SAE Grado 2
DESCRIPCIÓN DE LA SILUETA Estructura Tronco piramidal de cuatro lados, de sección variable. Arranca con una apertura de patas de 15.20m y va reduciento su sección con una pendiente constante hasta la altura de 93.54m, donde la sección transversal es de 2.65m. Apartir de esta altura continúa con sección constante de 2.65m hasta la altura de 115 sitio en el cual comienza una transición tronco piramidal hasta la altura de 118.80m, donde la seccion transversal es de 1.38m; continúa con sección constante hasta los 128m, nivel en el cual encontramos otra transición tronco piramidal hasta la altura de 132m donde la sección transversal es de 0.70m. Apartir de este nivel, continúa con sección constante hasta la parte superior de la torre a la altura de 141m
Apertura de patas: 15.20m
N+0.00
INSTATEL COLOMBIA CI LTDA.
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VERTICALIDAD DE TORRES
Versión: 02
EST-015-EVALUACIÓN TORRE PADRE AMAYA Edición: Fecha:
1.0 27/03/2010
VERIFICACIÓN DE VERTICALIDAD DESCRIPCIÓN DEL SITIO
Estación 1
Cara C
t. on M
C
Cara D
B
M on t.
M on t.
D
Cara A
Cara B
Descripción general:
La torre está ubicada en La Base Militar Cerro Padre Amaya, al noroccidente de Medellín, en jurisdicción de los corregimientos de Palmitas, San Cristóbal y San Antonio de Prado; el acceso al sitio se hace por carreteable hasta la estación. La torre está conformada por cuatrocuerpos de diferente sección transversal, de los cuales el primero es de sección tronco piramidal desde el nivel +0.00m hasta el nivel +93.54m; apartir de éste nivel y hasta +115m, la sección es cuadrada de 2.65m de lado. Desde el nivel +118m hasta el nivel +128 la sección también es cuadrada de 1.38m de ancho. Desde el nivel +132 hasta el nivel +141, la sección es cuadrada de 0.70m de lado.
A
ESQUEMA DEL LEVANTAMIENTO
Estación 2
RTVC Antioquia Medellín Base Militar Cerro Padre Amaya Estación total Topcon GTS 226
t. on M
Propietario: Departamento: Municipio: Dirección: Equipo utilizado:
TOMA DE DATOS Altura de la torre:
141 m
Desplazamiento admisible: 0.0025H H = Altura de la torre m
Angulo Horizontal grad. min. seg. 13.40 0 0 0 31.40 359 59 42 50.50 359 58 26 72.35 359 57 11 93.55 359 55 55 113.50 359 54 40 141.00 359 55 55 Distancia de la estación a la torre:
VERIFICACIÓN DE VERTICALIDAD CARA C Desviación Desplazamiento Desp. Admis. m m grad. min. seg. 0.000 0.034 0 0 0 0.079 0.015 0 0 18 0.126 0.079 0 1 34 0.142 0.181 0 2 49 0.234 0.206 0 4 5 0.269 0.284 0 5 20 0.206 0.353 0 4 5 173.250 m
Angulo Horizontal grad. min. seg. 13.40 0 0 0 31.40 359 59 49 50.50 359 58 34 72.35 359 57 18 93.55 359 56 2 113.50 359 54 47 141.00 359 56 53 Distancia de la estación a la torre:
VERIFICACIÓN DE VERTICALIDAD CARA B Desviación Desplazamiento Desp. Admis. m m grad. min. seg. 0.000 0.034 0 0 0 0.005 0.079 0 0 11 0.044 0.126 0 1 26 0.082 0.181 0 2 42 0.121 0.234 0 3 58 0.159 0.284 0 5 13 0.095 0.353 0 3 7 104.700 m
Altura m
Altura m
Elaboró:
Ing. PATROCINIO PARRA GALINDO MP. 15202 146419 BYC
Revisó:
Verificación Ok Ok Ok Ok Ok Ok Ok
Verificación Ok Ok Ok Ok Ok Ok Ok
EVALUACIÓN ESTRUCTURAL
ESTACIÓN CERRO PADRE AMAYA TORRE CADRADA DE SECCIÓN VARIABLE
ALTURA 141m Diseñó:
ING. HELMAN ORLANDO MOZO MOZO Ing Civil MP. 15202132829 BYC
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EVALUACIÓN ESTRUCTUAL TORRE METÁLICA AUTOSOPORTADA ALTURA 150 m INTRODUCCIÓN En el éste documento se describe la memoria de la evaluación estructural de la torre auto soportada cuadrada de sección variable con una altura de 141 m ubicada en la estación Padre Amaya RTVC, ubicada en el Cerro Padre Amaya al noroccidente de Medellín, en jurisdicción de los corregimientos de Palmitas, San Cristóbal y San Antonio de Prado,. Para el análisis matemático se utilizó velocidad de
viento de diseño de 120 Km/h. y velocidad de operación de 60 Km/h En una primera parte se incluye la descripción de la estructura estudiada, luego los criterios básicos para el análisis y el diseño, evaluación de cargas, y por último el listado de datos de entrada y de salida del programa Tower de la casa Power Line System Inc.. La evaluación estructural fue realiza de acuerdo con los datos de campo levantados en la estación base estación Padre Amaya RTVC, localizada al noroccidente de Medellín; cualquier cambio genera un estudio diferente. La torre en estudio tiene instaladas antenas para la transmisión de señal de televisión. DESCRIPCIÓN DE LA ESTRUCTURA EXISTENTE La torre actual está conformada por una eestructura tronco piramidal de cuatro lados, de sección variable. Arranca con una apertura de patas de 15.20m y va reduciendo su sección con una pendiente constante hasta la altura de 93.54m, donde la sección transversal es de 2.65m. A partir de esta altura continúa con sección constante de 2.65m hasta la altura de 115 sitio en el cual comienza una transición tronco piramidal hasta la altura de 118.80m, donde la sección transversal es de 1.38m; continúa con sección constante hasta los 128m, nivel en el cual encontramos otra transición tronco piramidal hasta la altura de 132m donde la sección transversal es de 0.70m. A partir de este nivel, continúa con sección constante hasta la parte superior de la torre a la altura de 141m. (Ver figura 1) Para el mantenimiento, la estructura cuenta con una escalera de acceso y una escalera porta cable vertical.
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Sección transversal: 0.70m
N+141
Sección transversal: 0.70m
N+132
Sección transversal: 1.38m
N+128
Sección transversal: 1.38m
N+118
Sección transversal: 2.65m
N+115
Sección transversal: 2.65m
N+93.54
Apertura de patas: 15.20m
N+0.00
Figura 1. Esquema de la silueta de la torre existente
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CONDICIONES DE CARGA CARGAS ACTUALES DE LA TORRE En la actualidad, la torre cuenta con las siguientes cargas: UBICACIÓN CANT.
TIPO DE ANTENA
DIMENSIONES
NIVEL
MONTANTE B
1
ANTENA PARABOLICA
D= 2.44 m
+6.20m
MONTANTE C
1
ANTENA PARABOLICA
D= 1.20m
+12.26m
MONTANTE B
1
ANTENA PARABOLICA
D= 1.20m
+14.70m
MONTANTE C
1
ANTENA PARABÓLICA
D= 2.44 m
+16.22m
MONTANTE B
1
ANTENA PARABOLICA
D= 1.80 m
+18.77m
MONTANTE C
1
ANTENA PARABOLICA
D= 2.44 m
+ 20.44m
MONTANTE B
1
ANTENA PARABOLICA
D= 1.80 m
+22.68m
MONTANTE C
1
ANTENA RADOME
D= 3.00 m
+24.28m
MONTANTE B
1
ANTENA RADOME
D= 2.44 m
+31.73m
MONTANTE A
1
ANTENA YAGI
L= 3.00 m
+31.73m
MONTANTE A
1
ANTENA YAGI
L= 3.00 m
+47.00m
MONTANCE C
1
ANTENA TIPO ONNI RF TECHNOLOGY
D=1m ALTURA 1.20 m
+37.63m
CARA C
3
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 57m y 65m
CARA D
3
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 57m y 65m
CARA C
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 60m y 65m
CARA B
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 60m y 65m
CARA A
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 60m y 65m
MONTANTE A
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.25m X 1.55m
Entre + 84m y 87m
MONTANTE B
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.25m X 1.55m
Entre + 84m y 87m
MONTANTE C
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.25m X 1.55m
Entre + 84m y 87m
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CARA A
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA B
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA C
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA D
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA A
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA B
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA C
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA D
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA A
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
CARA B
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
CARA C
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
CARA D
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
En esta torre se propone el desmontaje del sistema de antenas radiantes existentes (UHF configuración 6-6-6-6) para luego montar un nuevo sistema de antenas radiantes UHF configuración 6-6-6-6. Es decir se colocaran la misma referencia de antenas (nuevas) pero con una guía de onda más gruesa HIPOTESIS 1 Realizar un estudio estructural con la totalidad de antenas actualmente instaladas e indicar cuales serian las cargas máximas remanentes (cuál es la posibilidad de adicionar antenas y de qué tipo)
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ESPECIFICACIONES TECNICAS MATERIALES Para la evaluación de la torre se tuvieron en cuenta los siguientes materiales: Perfiles Acero ASTM A-36 A-572 GR50 Platinas Acero ASTM A-36 A-572 GR50 Tornillos ASTM A 394 T-0 NORMAS AISC 2010 ASCE, report 52 EIA/TIA Standard, EIA/TIA-222-G ANSI/ASCE 10-90 (1991) ACI 318 – 08 NSR-98 (1998) CARGAS SOBRE LA TORRE CARGAS DE VIENTO Las cargas de viento sobre la estructura fueron evaluadas y aplicadas como fuerzas horizontales concentradas en los nudos superiores e inferiores de cada una de las secciones en que se halla dividida la estructura, las cuales fueron determinadas por el diseñador. El cálculo de las cargas de viento lo realiza el software Tower V10.2 siguiendo la metodología establecida por la Norma TIA/EIA-222-G (Structural Standard for Steel Antenna Towwers and Antenna Supporting Structures1), para lo cual, el diseñador alimenta el programa con los datos de velocidad de viento de diseño, velocidad de viento de operación, tipo de estructura, categoría de la topografía y categoría de exposición. CARGAS DE VIENTO SEBRE ANTENAS Para el cálculo de las cargas de viento sobre antenas y accesorios, es necesario alimentar el programa con la información del tipo y dimensiones de la antena o accesorio y la altura a la que van a estar ubicados para que éste realice los cálculos y aplique las cargas de acuerdo al procedimiento de la norma2. Para el caso de estudio, se utilizó una velocidad de viento de de diseño de 120km/h y una velocidad de operación de 60 km/h. 1 2
Telecomunications Industry Association, TIA/EIA-222-F (revisión de la EIA/TIA- 222-G), Arlington Power Line System Inc, Tower v.10.2, Madison USA, 2010
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Los coeficientes de forma varían con el ángulo de incidencia del viento sobre la antena y se evalúan con base en los valores máximos indicados en los manuales Parabolic Antennas Andrew y Allen Telecom Group3. Para propósitos de estas memorias, se supuso que la antena está siempre orientada de tal forma que produce la mayor carga y mayor torsión sobre la estructura. A partir de ensayos en túnel de viento realizados a sus antenas, la firma Andrew propone descomponer las acciones del viento en dos fuerzas y un momento como se muestra en la figura 4. 4
La fuerza Fa que actúa según el eje de la antena La fuerza Fs que actúa perpendicular a ese eje Un momento que se supone aplicado en un plano horizontal y actuando en un vértice.
Eje antena Viento F (a)
a F (s) y
M
Tubo de anclaje antena Vista superior
Figura 2. Acción del viento sobre antenas parabólicas y tipo panel Banda UHF
En todos los casos, el área expuesta es el área proyectada sobre un plano normal al eje de la antena, independientemente del ángulo de incidencia del viento La presión del viento se calculará de acuerdo con los artículos 2.3.2 y 2.3.3 del EIA Standard, es decir: Presión qz = 0.00256*kz*V2 [1b/ft2]; [V en MPH] qz = 0.00483*kz*V2 [kg/m2]; [V en KPH] qz = 69.552*kz [kg/cm2] 3
Andrew Antenna Company, Wind Forces and Loads Produced by Parabolic Antennas, Bulletin 1015D, London, 1988. 4 Valencia Clement Gabriel, Acciones del Viento Sobre las Estructuras, Bogotá, 2002
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Donde: kz
= Coeficiente de exposición
Kz
= [z/10](2/7)
z en m
kz < 2.58 < 2.58 Las fuerzas del viento sobre la torre se calcularan según articulo 2.3.2 con la siguiente ecuación: Fuerza del viento
F = qz*Gh*Cf*Ae
(Kg)
Donde: Cf = Coeficiente de forma, según EIA Standard Cf = 4.0*e2 – 5.9*e + 4.0 Relación de solidez At An Gh Gh
art. 2.3.5 e = An/At
= Area perimetral total (m2) = Área neta expuesta (m2) = Factor de respuesta de ráfaga = 0.65 +0.60/(h/10)1/7 art. 2.3.4
1.0 < Gh < 1.25 h
= Altura total de la estructura (m)
Para la incidencia oblicua del viento, según ANSI5, el área neta oblicua será: Anob = Cob*An Donde: Cob = 0.75 para incidencia a 60 grados Cob = 1.00 para incidencia normal CARGAS DE VIENTO SEGUN NORMA NSR-98: Velocidad del viento (B.6.5) Velocidad del viento básico V = 120 Km/h Velocidad de diseño ( B.6.4-2) Vs = V * S1*S2*S3 Donde: 5
American National Standard Institute
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S1= S2= S3=
Coeficiente de topografía Coeficiente de rugosidad del terreno (3) Coeficiente de grado de seguridad
Presión Dinámica
q = 0.000048 * vs2 * S4
S1 = 1.00 S2 = 0.99 S3 = 1.05 [KN/m^2]
Donde: S4=
Coeficiente de densidad del aire
S4 = 0.94
Presión ejercida sobre cualquier punto de la estructura P = Cf * q Donde: Cf =
Coeficiente de fuerza (Tabla B.6.8-7 NSR-98)
Coeficiente de solides de 0.25 Cf= Ae= q=
2.50 Área Frontal efectiva Presión dinámica = 0.4875 KN/m2
La fuerza total del viento sobre la estructura se calculara como: F = Cf x q x Ae Debido a que las fuerzas de viento calculadas con la metodología establecida por la Norma TIA/EIA222-G son superiores a las calculadas mediante las ecuaciones de la Norma NSR-98, para el caso de estudio se va a seguir la metodología de la norma TIA/EIA-222-G El área neta expuesta a la acción del viento incluye la correspondiente a los elementos estructurales, elementos redundantes, platinas, cartelas y a la escalerilla de acceso o la escalerilla para guía de onda. Se asume que una escalera, apantalla la otra. PESO PROPIO DE LA ESTRUCTURA
El peso propio de la estructura corresponde al peso de los elementos estructurales, los cuales son calculados directamente por el software de análisis con base en el peso unitario teórico de cada uno de los perfiles utilizados, multiplicados por su longitud. Para tener en cuenta el peso aportado por elementos no estructurales tales como tornillos, platinas, elementos redundantes eclisas y cubrejuntas de unión, galvanizado, escaleras, etc., el peso de la estructura se afecta por un factor de multiplicación del peso de 1.20. www.instatelcolombia.com.co
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CARGAS VERTICALES Las cargas verticales aplicadas al modelo matemático corresponden a la carga muerta, que está constituida por los elementos mencionados en el párrafo anterior, mas el peso aportado por las antenas, las plataformas de trabajo, las plataformas de descanso y los accesorios que sean instalados en la torre. Otra carga vertical que se tiene en cuenta es la carga viva, correspondiente a 3 operarios que estén trabajando simultáneamente en la estructura, con un peso por operario de 100 kg, que incluye herramienta y elementos de protección. ANALISIS ESTRUCTURAL El análisis y evaluación de la estructura se hará para las condiciones actuales de servicio y para las condiciones finales o proyectadas; para este último caso, se plantean análisis y calculo con modificaciones en la estructura en caso b de ser necesario. El análisis hiperestático de la estructura se realizará por medio del software especializado para el diseño de torres de telecomunicaciones Tower V 10.2, que realiza de manera no lineal el análisis de primer orden y segundo orden para tener en cuenta los efectos geométricos ocasionados por los desplazamientos de la estructura. El software utiliza para sus cálculos el método de los elementos finitos basado en la solución de ecuaciones diferenciales asociadas a la geometría de la estructura, para determinar los desplazamientos en los nudos, y las fuerzas internas para cada uno de los elementos de acuerdo con las combinaciones de carga establecidas en cada hipótesis de diseño requerida. Para cada una de las hipótesis analizadas, se presentan los listados de datos de entrada (Input) y datos de salida (Output) en el siguiente orden. DATOS DE ENTRADA • • •
Listado de datos generales Listado de la geometría de la estructura (identificación de nudos, grupos de barras, apoyos, materiales, secciones, tornillos). Listado de cargas sobre los nudos de acuerdo con los sistemas de cargas.
RESULTADOS PARA LAS HIPOTESIS CONSIDERADAS • • • •
Listado de fuerzas axiales sobre cada elemento de la estructura. Listado de reacciones en los apoyos. Listado de acciones y cargas admisibles críticas en los miembros típicos. Listado de desplazamientos de los nudos que conforman la estructura.
UNIDADES Las unidades consideradas en los datos de entrada y salida son: www.instatelcolombia.com.co
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• • • • •
Distancias en m, mm. Cargas en Kg Desplazamientos en m. Esfuerzos en Kgf Acciones y reacciones en Kg
DISEÑO DE LA ESTRUCTURA METALICA El diseño de la estructura metálica se realizará de acuerdo con lo estipulado por las normas ANSI/EIA/TIA aplicables a las cargas de trabajo. Si: Fu = Fy =
resistencia máxima a la tensión esfuerzo de fluencia del material
Perfiles ASTM A-572 GR50 Perfiles ASTM A-36 Tornillo A 325 T-1
Fy = Fy = Fu =
3523 Kg/cm2 2535 Kg/cm2 5415 Kg/cm2
Los esfuerzos admisibles se calcularán de la siguiente manera: Tensión:
Ft = Ft =
0.50 Fu (sobre área neta) 0.60 Fy (sobre área bruta)
Perfiles ASTM A-36 Perfiles ASTM A-572 GR50
Ft = 2277 Kg/cm2 Ft = 3168 Kg/cm2
Flexión:
Fb = 0.60 Fy*1.333
Perfiles ASTM A-36 Perfiles ASTM A-572 GR50
Fb = 2025 Kg/cm2 Fb = 2879 Kg/cm2
Compresión:
Fa, según EIA/TIA/AISC con los factores SF1 y SF2 SF1 Factor d seguridad entre 1.66 y 1.92 SF2 Factor de seguridad igual a 23/12
La longitud efectiva y la relación de esbeltez, se calculan, de acuerdo con lo especificado en ASCE, report 52. Cortante: Aplastamiento: www.instatelcolombia.com.co
Tornillo A 325 T-1 Fv = 7385 Kg/cm2 Fp = 1.20 Fu
Instatel Colombia C.I Ltda. NIT 900.006.360-9 PBX: (571) 547 0790 Bogotá - Colombia
Perfiles ASTM A-36 Perfiles ASTM A-572 GR50 Tornillo A 325 T-1
Fp = 3795 Kg/cm2 Fp = 5280 Kg/cm2 Fp = 8862 Kg/cm2
COMBINACIONES DE CARGA Para el análisis se consideraron las siguientes hipótesis de carga: CARGA MUERTA
CARGA MUERTA
CARGA VIENTO
SISMO
VELOCODAD VIENTO (km/h)
ANGULO
COMBO 1-1
1.20
1.00
1.60
0.00
100.0
0
COMBO 1-2
1.20
1.00
1.60
0.00
100.0
45
COMBO 1-3
1.20
1.00
1.60
0.00
100.0
-45
COMBO 1-4
1.20
1.00
1.60
0.00
100.0
90
COMBO 1-5
1.20
1.00
1.60
0.00
100.0
-90
COMBO 1-6
1.20
1.00
1.60
0.00
100.0
180
COMBO 2-1
0.90
1.00
1.60
0.00
100.0
0
COMBO 2-2
0.90
1.00
1.60
0.00
100.0
45
COMBO 2-3
0.90
1.00
1.60
0.00
100.0
-45
COMBO 2-4
0.90
1.00
1.60
0.00
100.0
90
COMBO 2-5
0.90
1.00
1.60
0.00
100.0
-90
COMBO 2-6
0.90
1.00
1.60
0.00
100.0
180
CARGA MUERTA
CARGA MUERTA
CARGA VIENTO
SISMO
VELOCODAD VIENTO (km/h)
ANGULO
COMBO 3-1
1.20
1.00
1.00
1.00
100.0
0
COMBO 4-1
0.90
1.00
1.00
1.00
100.0
0
SERVICIO 1-1
1.00
1.00
1.00
0.00
96.6
0
SERVICIO 1-2
1.00
1.00
1.00
0.00
96.6
45
SERVICIO 1-3
1.00
1.00
1.00
0.00
96.6
-45
SERVICIO 1-4
1.00
1.00
1.00
0.00
96.6
90
SERVICIO 1-5
1.00
1.00
1.00
0.00
96.6
-90
SERVICIO 1-6
1.00
1.00
1.00
0.00
96.6
180
COMBINACION
COMBINACION
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VIENTO 1
1.00
1.00
1.00
0.00
100.0
0
VIENTO 2
1.00
1.00
1.00
0.00
100.0
45
VIENTO 3
1.00
1.00
1.00
0.00
100.0
-45
VIENTO 4
1.00
1.00
1.00
0.00
100.0
90
VIENTO 5
1.00
1.00
1.00
0.00
100.0
-90
VIENTO 6
1.00
1.00
1.00
0.00
100.0
180
En los anexos se presentan los datos de entrada utilizados para la modelación de la torre, propiedades, dimensiones, etc., las fuerzas actuantes sobre los miembros y la resistencia que presentan cada uno, la deflexión producida por las cargas a la estructura la cual debe ser menor que la relación H/200, donde H es la altura de la torre, y finalmente las cargas generadas a nivel de base las cuales serán transmitidas a la estructura de cimentación.
ANÁLISIS DE LA ESTRUCTURA CON CARGAS EXISTENTES DEMANDA/CAPACIDAD TORRE CON CARGAS EXISTENTES.
De acuerdo a las cargas impuestas y a la geometría de la torre, la máxima demanda que se encontró para algunos elementos supera el 100% de su capacidad, por lo cual el comportamiento de la estructura frente a las cargas descritas anteriormente ES INADECUADO. Además de esto algunos elementos, principalmente diagonales y horizontales sobrepasan los límites de la relación de esbeltez (kl/r), por lo tanto es necesario reducir su luz libre o aumentar su sección.
DESPLAZAMIENTOS CON CARGAS EXISTENTES.
De acuerdo a los resultados del análisis se encontró que el desplazamiento máximo que se puede presentar en la torre no supera el desplazamiento máximo permitido por la norma (141/200=0.705m), por lo tanto, la torre cumple esta condición. www.instatelcolombia.com.co
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1. CONCLUSIONES
De acuerdo a los resultados obtenidos de la evaluación de carga se puede concluir que la torre tiene un comportamiento INADECUADO frente a las cargas actuales ya que algunos de sus elementos se encuentran sobre esforzados para las condiciones de carga y requisitos establecidos en la norma TIA/EIA 222 G. De igual forma se puede concluir que la torre no es adecuada para soportar cargas nuevas, y se debe reforzar tanto para las condiciones de carga actuales como para las condiciones de carga futuras.
Cualquier diferencia con las cargas analizadas aquí, invalida este análisis y debe ser comunicada para su correspondiente evaluación.
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Figura 3. Acción del viento sobre antenas parabólicas y tipo panel Banda UHF
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EVALUACIÓN ESTRUCTURAL ESTADO ACTUAL
ESTACIÓN PADRE AMAYA TORRE CADRADA DE SECCIÓN VARIABLE
ALTURA 141m Diseñó:
ING. HELMAN ORLANDO MOZO MOZO Ing Civil MP. 15202132829 BYC
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
******************************************************************************* * * * TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2006 * * * ******************************************************************************* KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R
value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value
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227.69 236.36 232.69 203.99 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69 236.36 232.69 203.99 247.53 241.61 264.80 264.80 264.80 266.83 264.80 280.28 365.39 173.65 158.82 227.69 236.36 232.69 203.99 247.53 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69
exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds
maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum
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for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for
17:07:07 03/17/10
member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member
"D7P" ?? "D8P" ?? "D9P" ?? "D10P" ?? "D15P" ?? "D16P" ?? "D17P" ?? "D18P" ?? "D23P" ?? "D24P" ?? "D27P" ?? "D33P" ?? "D34P" ?? "D35P" ?? "D36P" ?? "D38P" ?? "D41P" ?? "D42P" ?? "D43P" ?? "D46P" ?? "D47P" ?? "D113P" ?? "D115P" ?? "D116P" ?? "D136P" ?? "D139P" ?? "D198P" ?? "D199P" ?? "D200P" ?? "D201P" ?? "D203P" ?? "D206P" ?? "D207P" ?? "D208P" ?? "D209P" ?? "D214P" ?? "D215P" ?? "D218P" ?? "D225P" ??
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Date
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R
value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value
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236.36 232.69 203.99 247.53 241.61 264.80 264.80 264.80 266.83 264.80 173.65 158.82 227.69 236.36 232.69 203.99 247.53 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69 236.36 232.69 203.99 247.53 241.61 264.80 264.80 264.80 266.83 264.80 173.65 158.82 227.69 236.36 232.69 203.99 247.53 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69 236.36 232.69
exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds
maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum
of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of
200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 150.00 150.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 150.00 150.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00
for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for
17:07:07 03/17/10
member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member
"D226P" "D227P" "D228P" "D230P" "D233P" "D234P" "D235P" "D238P" "D239P" "D254P" "D317P" "D320P" "D379P" "D380P" "D381P" "D382P" "D384P" "D387P" "D388P" "D389P" "D390P" "D395P" "D396P" "D399P" "D406P" "D407P" "D408P" "D409P" "D411P" "D414P" "D415P" "D416P" "D419P" "D420P" "D435P" "D498P" "D501P" "D560P" "D561P" "D562P" "D563P" "D565P" "D568P" "D569P" "D570P" "D571P" "D576P" "D577P" "D580P" "D587P" "D588P" "D589P"
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Date
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R
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exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds
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"D590P" "D592P" "D595P" "D596P" "D597P" "D600P" "D601P" "D616P" "D679P" "D682P" "D750P" "D751P" "D752P" "D753P" "D754P" "D755P" "D756P" "D764P" "D765P" "D766P" "D767P" "D768P" "D769P" "D770P"
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
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Member check option: ANSI/TIA 222-G-1 Connection rupture check: Not Checked Crossing diagonal check: ANSI/TIA 222-G-1
[Alternate Unsupported RLOUT = 1]
Joints Geometry: Joint Symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code (m) (m) (m) Rest. Rest. Rest. Rest. Rest. Rest. ---------------------------------------------------------------------------------------------------D0Z93P None 0 -1.325 93.33 Fixed Fixed Fixed Free Free Free D1Z93P None 1.325 -1.325 93.33 Free Free Free Free Free Free D2Z0P None -7.6 -7.6 0 Fixed Fixed Fixed Fixed Fixed Fixed D3Z9P None -3.522 -7.022 8.59 Free Free Free Free Free Free D4Z13P None 0 -6.703 13.34 Free Free Free Free Free Free D5Z19P None -6.34 -6.34 18.73 Free Free Free Free Free Free D6Z26P None -2.533 -5.833 26.29 Free Free Free Free Free Free D7Z31P None 0 -5.494 31.32 Free Free Free Free Free Free D8Z26P None -5.833 -5.833 26.29 Free Free Free Free Free Free D9Z13P None -6.703 -6.703 13.34 Free Free Free Free Free Free D10Z31P None -5.494 -5.494 31.32 Free Free Free Free Free Free D11Z36P None -5.158 -5.158 36.32 Free Free Free Free Free Free D12Z45P None -4.603 -4.603 44.58 Free Free Free Free Free Free D13Z45P None -2.383 -4.603 44.58 Free Free Free Free Free Free D14Z50P None 0 -4.215 50.35 Free Free Free Free Free Free D15Z55P None -3.883 -3.883 55.28 Free Free Free Free Free Free D16Z68P None 3.031 -3.031 67.95 Free Free Free Free Free Free D17Z68P None -3.031 -3.031 67.95 Free Free Free Free Free Free D18Z55P None 3.883 -3.883 55.28 Free Free Free Free Free Free D19Z75P None 2.534 -2.534 75.36 Free Free Free Free Free Free D20Z75P None -2.534 -2.534 75.36 Free Free Free Free Free Free D21Z81P None 2.132 -2.132 81.33 Free Free Free Free Free Free D22Z81P None -2.132 -2.132 81.33 Free Free Free Free Free Free D23Z86P None -1.827 -1.827 85.88 Free Free Free Free Free Free D24Z86P None 1.827 -1.827 85.88 Free Free Free Free Free Free D25Z90P None 1.576 -1.576 89.59 Free Free Free Free Free Free D26Z90P None -1.576 -1.576 89.59 Free Free Free Free Free Free D27Z93P None -1.325 -1.325 93.33 Free Free Free Free Free Free D28Z50P None -4.215 -4.215 50.35 Free Free Free Free Free Free D29Z0P None 7.6 -7.6 0 Fixed Fixed Fixed Fixed Fixed Fixed D30Z9P None 3.522 -7.022 8.59 Free Free Free Free Free Free D31Z19P None 6.34 -6.34 18.73 Free Free Free Free Free Free D32Z26P None 2.533 -5.833 26.29 Free Free Free Free Free Free D33Z26P None 5.833 -5.833 26.29 Free Free Free Free Free Free D34Z13P None 6.703 -6.703 13.34 Free Free Free Free Free Free D35Z31P None 5.494 -5.494 31.32 Free Free Free Free Free Free D36Z36P None 5.158 -5.158 36.32 Free Free Free Free Free Free D37Z45P None 4.603 -4.603 44.58 Free Free Free Free Free Free D38Z45P None 2.383 -4.603 44.58 Free Free Free Free Free Free D39Z50P None 4.215 -4.215 50.35 Free Free Free Free Free Free D40Z113P None -1.325 -1.325 113.3 Free Free Free Free Free Free D41Z113P None 1.325 -1.325 113.3 Free Free Free Free Free Free
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
6 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
-1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 0.9017 -0.69 0.69 -0.9017 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 0.69 -0.69 -0.35 0.35 0.5767 -0.4633 0.4633 -0.5767 -0.35 0.35 0.35 -0.35
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -0.9017 -0.69 -0.69 -0.9017 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.35 -0.35 -0.5767 -0.4633 -0.4633 -0.5767 -0.35 -0.35 -0.35 -0.35
109.9 109.9 106.6 106.6 103.3 103.3 99.98 99.98 96.66 96.66 95 98.32 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 117 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 7.022 -7.022 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.325 1.325 7.022 6.703 5.833 5.494 4.603 4.215 3.031 3.883 2.534 2.132 1.827 1.576 7.022
-0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 -7.022 -7.022 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 1.457e-011 1.325 -3.522 1.457e-011 -2.533 1.457e-011 -2.383 1.457e-011 3.031 3.883 2.534 2.132 1.827 1.576 3.522
132.6 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.99 62.4 8.59 8.59 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 93.33 8.59 13.34 26.29 31.32 44.58 50.35 67.95 55.28 75.36 81.33 85.88 89.59 8.59
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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8 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
7.022 7.6 6.34 5.833 5.833 6.703 5.494 5.158 4.603 4.603 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35
7.022 7.6 6.34 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35
8.59 0 18.73 26.29 26.29 13.34 31.32 36.32 44.58 44.58 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5
17:07:07 03/17/10
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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9 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.9e-015 -1.325 3.522 2.6e-015 2.533 2.4e-015 2.383 2.3e-015 -3.031 -3.883 -2.534 -2.132 -1.827 -1.576 -3.522 -7.022 -7.6 -6.34 -2.533 -5.833 -6.703 -5.494 -5.158 -4.603 -2.383 -4.215 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -0.9017 -0.69 -0.69 -0.69 -0.69
0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.325 1.325 7.022 6.703 5.833 5.494 4.603 4.215 3.031 3.883 2.534 2.132 1.827 1.576 7.022 7.022 7.6 6.34 5.833 5.833 6.703 5.494 5.158 4.603 4.603 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69
138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 93.33 8.59 13.34 26.29 31.32 44.58 50.35 67.95 55.28 75.36 81.33 85.88 89.59 8.59 8.59 0 18.73 26.29 26.29 13.34 31.32 36.32 44.58 44.58 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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10 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
-0.69 -0.69 -0.69 -0.69 -0.35 -0.5767 -0.4633 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 -1.325 -7.022 -6.703 -5.833 -5.494 -4.603 -4.215 -7.022 -5.833 -4.603 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35
0.69 0.69 0.69 0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.457e-011 3.522 1.457e-011 2.533 1.457e-011 2.383 1.457e-011 -3.522 -2.533 -2.383 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35
123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 8.59 13.34 26.29 31.32 44.58 50.35 8.59 26.29 44.58 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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11 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Steel Material Properties: Steel Modulus Yield Ultimate Member Member Member Member Member Member Material of Stress Stress All. Stress All. Stress Rupture Rupture Bearing Bearing Label Elasticity Fy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) -------------------------------------------------------------------------------------------A572-50 1.999e+005 344.7 448.2 0 0 0 0 0 0 Angle Properties: Angle Type
Angle Size
Long Short Thick. Leg Leg
Gross w/t Radius of Radius of Radius of Number Wind Short Long Optimize Section Area Ratio Gyration Gyration Gyration of Width Edge Edge Cost Modulus Rx Ry Rz Angles Dist. Dist. Factor (cm) (cm) (cm) (N/m) (cm^2) (cm) (cm) (cm) (cm) (cm) (cm) (cm^3) -------------------------------------------------------------------------------------------------------------------------------------SAE 4X4X0.25 10.16 10.16 0.635 96.32 12.52 13.5 3.175 3.175 2.019 1 10.16 5.08 0 1.0000 0 SAE 3.5X3.5X0.25 8.89 8.89 0.635 84.64 10.9 11.5 2.769 2.769 1.763 1 8.89 4.445 0 1.0000 0 SAE 3X3X0.25 7.62 7.62 0.635 71.51 9.29 9.75 2.362 2.362 1.504 1 7.62 3.81 0 1.0000 0 SAE 2.5X2.5X0.25 6.35 6.35 0.635 59.84 7.677 7.75 1.953 1.953 1.247 1 6.35 3.175 0 1.0000 0 SAE 2.5X2.5X0.1875 6.35 6.35 0.4763 44.8 5.819 10.67 1.976 1.976 1.257 1 6.35 3.175 0 1.0000 0 SAE 2X2X0.25 5.08 5.08 0.635 46.55 6.065 5 1.547 1.547 0.9931 1 5.08 2.54 0 1.0000 0 SAE 2X2X0.1875 5.08 5.08 0.4763 35.61 4.581 8 1.567 1.567 1.001 1 5.08 2.54 0 1.0000 0 SAE 2X2X0.125 5.08 5.08 0.3175 24.08 3.097 11 1.59 1.59 1.011 1 5.08 2.54 0 1.0000 0 SAE 1.5X1.5X0.125 3.81 3.81 0.3175 17.95 2.323 8 1.181 1.181 0.7518 1 3.81 1.905 0 1.0000 0 DAE 6X6X0.375 15.24 15.24 0.9525 434.9 56.26 13.67 4.775 6.655 4.775 2 15.24 7.62 0 1.0000 0 DAE 5X5X0.5 12.7 12.7 1.27 472.8 61.29 8 3.912 5.69 3.912 2 12.7 6.35 0 1.0000 0 DAE 3X3X0.25 7.62 7.62 0.635 143 18.58 9.75 2.362 3.531 2.362 2 7.62 3.81 0 1.0000 0
Unit Weight
Angle Groups: Group Label
Group Angle Description Type
Angle Material Size Type
17:07:07 03/17/10
Element Type
Group Type
Optimize Group
Allow. Add. Angle Width For Optimize (cm) ---------------------------------------------------------------------------------------------------------M1 MONTANTE1 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M2 MONTANTE2 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M3 MONTANTE3 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M4 MONTANTE4 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M5 MONTANTE5 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M6 MONTANTE6 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M7 MONTANTE7 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M8 MONTANTE8 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M9 MONTANTE9 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M10 MONTANTE10 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M11 MONTANTE11 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M12 MONTANTE12 DAE 6X6X0.375 A572-50 Beam Leg None 0.000
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28 H1 H6 H9 H11 H13 H14 H16 H18 H19
MONTANTE13 MONTANTE14 MONTANTE15 MONTANTE16 MONTANTE17 MONTANTE18 MONTANTE19 MONTANTE20 MONTANTE21 MONTANTE22 MONTANTE23 MONTANTE24 MONTANTE25 MONTANTE26 MONTANTE27 MONTANTE28 DIAGONAL2 DIAGONAL3 DIAGONAL4 DIAGONAL5 DIAGONAL6 DIAGONAL7 DIAGONAL8 DIAGONAL9 DIAGONAL10 DIAGONAL11 DIAGONAL12 DIAGONAL13 DIAGONAL14 DIAGONAL15 DIAGONAL16 DIAGONAL17 DIAGONAL18 DIAGONAL19 DIAGINAL20 DIAGONAL21 DIAGONAL22 DIAGONAL23 DIAGONAL24 DIAGONAL25 DIAGONAL26 DIAGONAL27 DIAGONAL28 HORIZONTAL1 HORIZONTAL6 HORIZONTAL9 HORIZONTAL11 HORIZONTAL13 HORIZONTAL14 HORIZONTAL16 HORIZONTAL18 HORIZONTAL19
DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 5X5X0.5 5X5X0.5 5X5X0.5 3X3X0.25 3X3X0.25 3X3X0.25 4X4X0.25 3X3X0.25 3.5X3.5X0.25 4X4X0.25 4X4X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 2X2X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 3.5X3.5X0.25 3X3X0.25 2.5X2.5X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.25
A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50
17:07:07 03/17/10
Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss
Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H20 H21 H22 H23 H24 H25 H26 H28 R3 R6 R9 F1
HORIZONTAL20 HORIZONTAL21 HORIZONTAL22 HORIZONTAL23 HORIZONTAL24 HORIZONTAL25 HORIZONTAL26 HORIZONTAL28 REDUNDANTE3 REDUNDANTE6 REDUNDANTE9 FICTICIO
SAE 2X2X0.1875 SAE 2X2X0.1875 SAE 2X2X0.1875 SAE 2X2X0.25 SAE 2X2X0.125 SAE 2X2X0.125 SAE 2X2X0.125 SAE 2X2X0.125 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 1.5X1.5X0.125
A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50
Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss
Other Other Other Other Other Other Other Other Other Other Other Fictitious
None None None None None None None None None None None None
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.480
Aggregate Angle Information: Note: Estimate of surface area reported for painting purposes, not wind loading. Angle Type
Angle Material Total Total Total Size Type Length Surface Area Weight (m) (m^2) (N) -----------------------------------------------------------SAE 2.5X2.5X0.1875 A572-50 754.47 191.64 33802.96 SAE 4X4X0.25 A572-50 189.15 76.87 18218.68 SAE 3X3X0.25 A572-50 125.05 38.11 8942.26 SAE 3.5X3.5X0.25 A572-50 431.27 153.36 36504.69 SAE 2X2X0.1875 A572-50 239.40 48.65 8524.90 SAE 2X2X0.25 A572-50 16.12 3.28 750.46 SAE 2X2X0.125 A572-50 66.64 13.54 1604.68 SAE 1.5X1.5X0.125 A572-50 295.91 45.10 5311.66 DAE 6X6X0.375 A572-50 474.06 288.99 206168.77 DAE 5X5X0.5 A572-50 39.78 20.21 18809.65 DAE 3X3X0.25 A572-50 51.99 15.85 7436.21 Sections: The adjustment factors below only apply to dead load and wind areas that are calculated for members in the model. They do not apply to equipment or to manually input dead load and drag areas. Section Label
17:07:07 03/17/10
Joint Dead Transverse Longitudinal Transverse Longitudinal Af Flat Ar Round Transverse Longitudinal SAPS Angle SAPS Round Force Defining Load Drag x Area Drag x Area Area Factor Area Factor Factor Factor Drag x Area Drag x Area Drag x Area Drag x Area Solid Section Adjust. Factor Factor (CD From (CD From For Face For Face Factor Factor Factor Factor Face Bottom Factor For Face For Face Code) Code) EIA Only EIA Only For All For All ----------------------------------------------------------------------------------------------------------------------------------------------------33 D280Z140P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 32 D279Z139P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 31 D278Z138P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 30 D277Z136P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 29 D276Z135P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 28 D275Z134P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 27 D274Z133P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 26 D273Z132P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 25 D260Z131P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
D259Z128P D258Z126P D257Z125P D256Z124P D255Z122P D254Z121P D253Z119P D252Z118P D250Z115P D246Z112P D249Z108P D245Z105P D248Z102P D244Z98P D213Z93P D225Z90P D224Z86P D223Z81P D222Z75P D220Z68P D221Z55P D234Z36P D229Z19P D228Z0P
1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
None None None None None None None None None None None None None None None None None None None None None None None None
Angle Member Connectivity: Member Group Section Label Label Label
Symmetry Code
Origin Joint
End Ecc. Rest. Ratio Ratio Ratio Bolt # # Bolt # Shear Joint Code Code RLX RLY RLZ Type Bolts Holes Planes
Connect Short Long End Bolt Rest. Leg Edge Edge Dist. Spacing Coef. Dist. Dist. (cm) (cm) (cm) (cm) -------------------------------------------------------------------------------------------------------------------------------------------------------D1P H18 None D0Z93P D1Z93P 1 4 0.38 0.381 0.38 0 0 0 0 0 0 0 0 D2P D2 None D2Z0P D3Z9P 1 4 0.38 0.38 0.38 0 0 0 0 0 0 0 0 D3P D3 None D3Z9P D4Z13P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D4P D5 None D5Z19P D6Z26P 1 4 0.403 0.403 0.403 0 0 0 0 0 0 0 0 D5P D6 None D6Z26P D7Z31P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D6P R6 None D6Z26P D8Z26P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D7P R3 None D9Z13P D3Z9P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D8P D4 None D4Z13P D5Z19P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D9P R6 None D6Z26P D10Z31P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D10P D7 None D7Z31P D11Z36P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D11P R9 None D12Z45P D13Z45P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D12P D7 None D13Z45P D11Z36P 1 4 0.33 0.33 0.33 0 0 0 0 0 0 0 0 D13P D9 None D13Z45P D14Z50P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D14P D10 None D14Z50P D15Z55P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D15P D10 None D15Z55P D16Z68P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D16P D10 None D17Z68P D18Z55P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D17P D13 None D17Z68P D19Z75P 1 4 0.25 0.25 0.25 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18P D19P D20P D21P D22P D23P D24P D25P D26P D27P D28P D29P D30P D31P D32P D33P D34P D35P D36P D37P D38P D39P D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P
D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D16Z68P D20Z75P D19Z75P D21Z81P D22Z81P D23Z86P D24Z86P D26Z90P D27Z93P D13Z45P D29Z0P D30Z9P D31Z19P D32Z26P D32Z26P D34Z13P D4Z13P D32Z26P D7Z31P D37Z45P D38Z45P D38Z45P D14Z50P D38Z45P D40Z113P D42Z110P D44Z107P D46Z103P D48Z100P D50Z97P D0Z93P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D0Z93P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D58Z115P D66Z117P D68Z118P D69Z117P D67Z118P D70Z119P D72Z121P D74Z122P
D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D1Z93P D25Z90P D28Z50P D30Z9P D4Z13P D32Z26P D7Z31P D33Z26P D30Z9P D31Z19P D35Z31P D36Z36P D38Z45P D36Z36P D14Z50P D18Z55P D39Z50P D41Z113P D43Z110P D45Z107P D47Z103P D49Z100P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D69Z117P D65Z115P D68Z118P D71Z119P D73Z121P D75Z122P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P D120P D121P D122P D123P D124P D125P D126P D127P
H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28 H28 H28 H28 H28 H28 H28 H28 M18
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D76Z124P D78Z125P D80Z126P D67Z118P D71Z119P D72Z121P D75Z122P D76Z124P D79Z125P D80Z126P D83Z128P D84Z131P D83Z128P D86Z129P D87Z130P D84Z131P D88Z130P D89Z129P D90Z141P D84Z131P D93Z132P D93Z132P D95Z133P D95Z133P D97Z134P D97Z134P D99Z135P D99Z135P D101Z136P D101Z136P D103Z138P D103Z138P D105Z139P D105Z139P D107Z140P D107Z140P D90Z141P D58Z115P D30Z9P D14Z50P D7Z31P D3Z9P D4Z13P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D1Z93P
D77Z124P D79Z125P D81Z126P D71Z119P D72Z121P D75Z122P D76Z124P D79Z125P D80Z126P D82Z128P D82Z128P D85Z131P D86Z129P D87Z130P D85Z131P D88Z130P D89Z129P D82Z128P D91Z141P D92Z131P D92Z131P D94Z133P D94Z133P D96Z134P D96Z134P D98Z135P D98Z135P D100Z136P D100Z136P D102Z137P D102Z137P D104Z138P D104Z138P D106Z139P D106Z139P D108Z140P D108Z140P D65Z115P D121Z9P D28Z50P D10Z31P D122Z9P D9Z13P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 1 1 0.5 1 1 1 1 1 1 1 1 1 1
1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 1 1 0.5 1 1 1 1 1 1 1 1 1 1
1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 1 1 0.5 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Job
17 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P
M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D131Z92P D25Z90P D132Z88P D24Z86P D133Z84P D21Z81P D134Z79P D19Z75P D135Z72P D16Z68P D16Z68P D136Z62P D39Z50P D18Z55P D39Z50P D37Z45P D37Z45P D36Z36P D36Z36P D35Z31P D35Z31P D33Z26P D33Z26P D31Z19P D31Z19P D34Z13P D34Z13P D121Z9P D121Z9P D29Z0P D59Z95P D51Z97P D66Z117P D68Z118P D1Z93P D59Z95P D51Z97P D53Z98P D47Z103P D55Z105P D43Z110P D57Z112P D79Z125P D77Z124P D71Z119P D68Z118P D82Z128P D86Z129P D85Z131P D92Z131P D127Z136P D102Z137P D66Z117P D65Z115P D18Z55P D136Z62P D19Z75P D135Z72P D21Z81P D134Z79P D24Z86P D133Z84P D25Z90P D132Z88P D53Z98P D49Z100P D49Z100P D61Z102P D61Z102P D47Z103P D55Z105P D45Z107P D45Z107P D63Z108P D63Z108P D43Z110P D57Z112P D41Z113P D41Z113P D65Z115P D73Z121P D71Z119P D75Z122P D73Z121P D77Z124P D75Z122P D81Z126P D79Z125P D82Z128P D81Z126P D86Z129P D88Z130P D88Z130P D85Z131P D123Z132P D94Z133P D124Z133P D96Z134P D125Z134P D98Z135P D126Z135P D100Z136P D128Z138P D104Z138P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Job
18 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P D224P D225P D226P D227P D228P D229P D230P D231P
M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D129Z139P D130Z140P D92Z131P D94Z133P D96Z134P D98Z135P D100Z136P D102Z137P D104Z138P D106Z139P D108Z140P D137Z93P D139Z9P D29Z0P D139Z9P D31Z19P D141Z26P D141Z26P D34Z13P D140Z13P D141Z26P D142Z31P D37Z45P D143Z45P D143Z45P D144Z50P D18Z55P D16Z68P D16Z68P D145Z68P D19Z75P D147Z75P D148Z81P D21Z81P D24Z86P D149Z86P D25Z90P D1Z93P D143Z45P D151Z9P D153Z0P D151Z9P D154Z19P D155Z26P D155Z26P D157Z13P D140Z13P D155Z26P D142Z31P D160Z45P D161Z45P D161Z45P
D106Z139P D108Z140P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D91Z141P D138Z93P D121Z9P D139Z9P D140Z13P D141Z26P D142Z31P D33Z26P D139Z9P D31Z19P D35Z31P D36Z36P D143Z45P D36Z36P D144Z50P D18Z55P D145Z68P D146Z55P D147Z75P D19Z75P D148Z81P D21Z81P D24Z86P D149Z86P D150Z90P D25Z90P D138Z93P D150Z90P D39Z50P D152Z9P D151Z9P D140Z13P D155Z26P D142Z31P D156Z26P D151Z9P D154Z19P D158Z31P D159Z36P D161Z45P D159Z36P D144Z50P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
19 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P
D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D144Z50P D161Z45P D41Z113P D43Z110P D45Z107P D47Z103P D49Z100P D51Z97P D137Z93P D59Z95P D169Z98P D61Z102P D170Z105P D63Z108P D171Z112P D137Z93P D172Z95P D53Z98P D173Z102P D55Z105P D174Z108P D57Z112P D65Z115P D65Z115P D176Z117P D177Z118P D66Z117P D68Z118P D71Z119P D73Z121P D75Z122P D77Z124P D79Z125P D81Z126P D68Z118P D178Z119P D73Z121P D180Z122P D77Z124P D182Z125P D81Z126P D82Z128P D85Z131P D82Z128P D186Z129P D88Z130P D85Z131P D187Z130P D86Z129P D91Z141P D85Z131P D123Z132P
D146Z55P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D59Z95P D169Z98P D61Z102P D170Z105P D63Z108P D171Z112P D65Z115P D172Z95P D53Z98P D173Z102P D55Z105P D174Z108P D57Z112P D175Z115P D175Z115P D176Z117P D68Z118P D66Z117P D175Z115P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D178Z119P D73Z121P D180Z122P D77Z124P D182Z125P D81Z126P D184Z128P D184Z128P D185Z131P D186Z129P D88Z130P D185Z131P D187Z130P D86Z129P D184Z128P D188Z141P D189Z131P D189Z131P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1
0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1
0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
20 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P
D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D123Z132P D124Z133P D124Z133P D125Z134P D125Z134P D126Z135P D126Z135P D127Z136P D127Z136P D128Z138P D128Z138P D129Z139P D129Z139P D130Z140P D130Z140P D91Z141P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D138Z93P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D145Z68P D162Z50P D162Z50P D160Z45P D159Z36P D158Z31P D156Z26P D154Z19P D157Z13P D152Z9P D172Z95P D176Z117P D138Z93P D168Z97P D166Z103P D164Z110P D182Z125P D178Z119P D184Z128P D185Z131P D202Z136P D176Z117P
D190Z133P D190Z133P D191Z134P D191Z134P D192Z135P D192Z135P D193Z136P D193Z136P D194Z137P D194Z137P D195Z138P D195Z138P D196Z139P D196Z139P D197Z140P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D150Z90P D149Z86P D148Z81P D147Z75P D145Z68P D211Z62P D146Z55P D160Z45P D159Z36P D158Z31P D156Z26P D154Z19P D157Z13P D152Z9P D153Z0P D168Z97P D177Z118P D172Z95P D169Z98P D170Z105P D171Z112P D181Z124P D177Z118P D186Z129P D189Z131P D194Z137P D175Z115P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P
M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D169Z98P D167Z100P D173Z102P D170Z105P D165Z107P D174Z108P D171Z112P D163Z113P D179Z121P D180Z122P D181Z124P D183Z126P D184Z128P D186Z129P D187Z130P D198Z132P D199Z133P D200Z134P D201Z135P D203Z138P D204Z139P D205Z140P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D212Z93P D214Z9P D153Z0P D214Z9P D154Z19P D216Z26P D216Z26P D157Z13P D215Z13P D216Z26P D217Z31P D160Z45P D218Z45P D218Z45P D219Z50P D146Z55P
D211Z62P D210Z72P D209Z79P D208Z84P D207Z88P D167Z100P D173Z102P D166Z103P D165Z107P D174Z108P D164Z110P D163Z113P D175Z115P D178Z119P D179Z121P D180Z122P D182Z125P D183Z126P D187Z130P D185Z131P D190Z133P D191Z134P D192Z135P D193Z136P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D188Z141P D213Z93P D152Z9P D214Z9P D215Z13P D216Z26P D217Z31P D156Z26P D214Z9P D154Z19P D158Z31P D159Z36P D218Z45P D159Z36P D219Z50P D146Z55P D220Z68P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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22 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P
D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D145Z68P D145Z68P D220Z68P D147Z75P D222Z75P D223Z81P D148Z81P D149Z86P D224Z86P D150Z90P D138Z93P D218Z45P D226Z9P D228Z0P D226Z9P D229Z19P D230Z26P D230Z26P D232Z13P D215Z13P D230Z26P D217Z31P D235Z45P D236Z45P D236Z45P D219Z50P D236Z45P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D212Z93P D172Z95P D244Z98P D173Z102P D245Z105P D174Z108P D246Z112P D212Z93P D247Z95P D169Z98P D248Z102P D170Z105P D249Z108P D171Z112P D175Z115P D175Z115P D251Z117P D252Z118P D176Z117P
D221Z55P D222Z75P D147Z75P D223Z81P D148Z81P D149Z86P D224Z86P D225Z90P D150Z90P D213Z93P D225Z90P D162Z50P D227Z9P D226Z9P D215Z13P D230Z26P D217Z31P D231Z26P D226Z9P D229Z19P D233Z31P D234Z36P D236Z45P D234Z36P D219Z50P D221Z55P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D172Z95P D244Z98P D173Z102P D245Z105P D174Z108P D246Z112P D175Z115P D247Z95P D169Z98P D248Z102P D170Z105P D249Z108P D171Z112P D250Z115P D250Z115P D251Z117P D177Z118P D176Z117P D250Z115P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 0.5 0.5 0.5 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
23 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P
H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D177Z118P D253Z119P D179Z121P D255Z122P D181Z124P D257Z125P D183Z126P D184Z128P D185Z131P D184Z128P D261Z129P D187Z130P D185Z131P D262Z130P D186Z129P D188Z141P D185Z131P D198Z132P D198Z132P D199Z133P D199Z133P D200Z134P D200Z134P D201Z135P D201Z135P D202Z136P D202Z136P D203Z138P D203Z138P D204Z139P D204Z139P D205Z140P D205Z140P D188Z141P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D213Z93P D281Z92P D282Z88P
D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D253Z119P D179Z121P D255Z122P D181Z124P D257Z125P D183Z126P D259Z128P D259Z128P D260Z131P D261Z129P D187Z130P D260Z131P D262Z130P D186Z129P D259Z128P D263Z141P D264Z131P D264Z131P D265Z133P D265Z133P D266Z134P D266Z134P D267Z135P D267Z135P D268Z136P D268Z136P D269Z137P D269Z137P D270Z138P D270Z138P D271Z139P D271Z139P D272Z140P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D225Z90P D224Z86P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
24 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P
M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D283Z84P D284Z79P D285Z72P D220Z68P D237Z50P D237Z50P D235Z45P D234Z36P D233Z31P D231Z26P D229Z19P D232Z13P D227Z9P D247Z95P D251Z117P D213Z93P D243Z97P D241Z103P D239Z110P D257Z125P D253Z119P D259Z128P D260Z131P D277Z136P D251Z117P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D244Z98P D242Z100P D248Z102P D245Z105P D240Z107P D249Z108P D246Z112P D238Z113P D254Z121P D255Z122P D256Z124P D258Z126P D259Z128P D261Z129P D262Z130P D273Z132P D274Z133P D275Z134P D276Z135P D278Z138P D279Z139P D280Z140P
D223Z81P D222Z75P D220Z68P D286Z62P D221Z55P D235Z45P D234Z36P D233Z31P D231Z26P D229Z19P D232Z13P D227Z9P D228Z0P D243Z97P D252Z118P D247Z95P D244Z98P D245Z105P D246Z112P D256Z124P D252Z118P D261Z129P D264Z131P D269Z137P D250Z115P D286Z62P D285Z72P D284Z79P D283Z84P D282Z88P D242Z100P D248Z102P D241Z103P D240Z107P D249Z108P D239Z110P D238Z113P D250Z115P D253Z119P D254Z121P D255Z122P D257Z125P D258Z126P D262Z130P D260Z131P D265Z133P D266Z134P D267Z135P D268Z136P D270Z138P D271Z139P D272Z140P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P
M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D287Z93P D288Z9P D228Z0P D288Z9P D229Z19P D290Z26P D290Z26P D232Z13P D289Z13P D290Z26P D291Z31P D235Z45P D292Z45P D292Z45P D293Z50P D221Z55P D220Z68P D220Z68P D17Z68P D222Z75P D20Z75P D22Z81P D223Z81P D224Z86P D23Z86P D225Z90P D213Z93P D292Z45P D294Z9P D2Z0P D294Z9P D5Z19P D295Z26P D295Z26P D9Z13P D289Z13P D295Z26P D291Z31P D12Z45P D296Z45P D296Z45P D293Z50P D296Z45P
D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D263Z141P D27Z93P D227Z9P D288Z9P D289Z13P D290Z26P D291Z31P D231Z26P D288Z9P D229Z19P D233Z31P D234Z36P D292Z45P D234Z36P D293Z50P D221Z55P D17Z68P D15Z55P D20Z75P D222Z75P D22Z81P D223Z81P D224Z86P D23Z86P D26Z90P D225Z90P D27Z93P D26Z90P D237Z50P D122Z9P D294Z9P D289Z13P D295Z26P D291Z31P D8Z26P D294Z9P D5Z19P D10Z31P D11Z36P D296Z45P D11Z36P D293Z50P D15Z55P D28Z50P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
26 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P
H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D287Z93P D247Z95P D60Z98P D248Z102P D62Z105P D249Z108P D64Z112P D287Z93P D52Z95P D244Z98P D54Z102P D245Z105P D56Z108P D246Z112P D250Z115P D250Z115P D69Z117P D67Z118P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D252Z118P D70Z119P D254Z121P D74Z122P D256Z124P D78Z125P D258Z126P D259Z128P D260Z131P D259Z128P D89Z129P D262Z130P D260Z131P D87Z130P D261Z129P D263Z141P D260Z131P D273Z132P D273Z132P D274Z133P
D40Z113P D42Z110P D44Z107P D46Z103P D48Z100P D50Z97P D247Z95P D60Z98P D248Z102P D62Z105P D249Z108P D64Z112P D250Z115P D52Z95P D244Z98P D54Z102P D245Z105P D56Z108P D246Z112P D58Z115P D58Z115P D69Z117P D252Z118P D251Z117P D58Z115P D67Z118P D70Z119P D72Z121P D74Z122P D76Z124P D78Z125P D80Z126P D70Z119P D254Z121P D74Z122P D256Z124P D78Z125P D258Z126P D83Z128P D83Z128P D84Z131P D89Z129P D262Z130P D84Z131P D87Z130P D261Z129P D83Z128P D90Z141P D297Z131P D297Z131P D298Z133P D298Z133P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
27 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P
D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D274Z133P D275Z134P D275Z134P D276Z135P D276Z135P D277Z136P D277Z136P D278Z138P D278Z138P D279Z139P D279Z139P D280Z140P D280Z140P D263Z141P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D27Z93P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D17Z68P D28Z50P D28Z50P D12Z45P D11Z36P D10Z31P D8Z26P D5Z19P D9Z13P D122Z9P D52Z95P D69Z117P D27Z93P D50Z97P D46Z103P D42Z110P D78Z125P D70Z119P D83Z128P D84Z131P D101Z136P D69Z117P D15Z55P D20Z75P
D299Z134P D299Z134P D300Z135P D300Z135P D301Z136P D301Z136P D302Z137P D302Z137P D303Z138P D303Z138P D304Z139P D304Z139P D305Z140P D305Z140P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D109Z92P D26Z90P D23Z86P D22Z81P D20Z75P D17Z68P D119Z62P D15Z55P D12Z45P D11Z36P D10Z31P D8Z26P D5Z19P D9Z13P D122Z9P D2Z0P D50Z97P D67Z118P D52Z95P D60Z98P D62Z105P D64Z112P D76Z124P D67Z118P D89Z129P D297Z131P D302Z137P D58Z115P D119Z62P D117Z72P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1
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Helman O. Mozo
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Page
Job
28 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P
M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D22Z81P D23Z86P D26Z90P D60Z98P D48Z100P D54Z102P D62Z105P D44Z107P D56Z108P D64Z112P D40Z113P D72Z121P D74Z122P D76Z124P D80Z126P D83Z128P D89Z129P D87Z130P D93Z132P D95Z133P D97Z134P D99Z135P D103Z138P D105Z139P D107Z140P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P D27Z93P D213Z93P D138Z93P D1Z93P D294Z9P D295Z26P D296Z45P D30Z9P D32Z26P D38Z45P D151Z9P D155Z26P D161Z45P D226Z9P D230Z26P D236Z45P D7Z31P D142Z31P
D115Z79P D113Z84P D111Z88P D48Z100P D54Z102P D46Z103P D44Z107P D56Z108P D42Z110P D40Z113P D58Z115P D70Z119P D72Z121P D74Z122P D78Z125P D80Z126P D87Z130P D84Z131P D298Z133P D299Z134P D300Z135P D301Z136P D303Z138P D304Z139P D305Z140P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D90Z141P D0Z93P D287Z93P D212Z93P D137Z93P D3Z9P D6Z26P D13Z45P D139Z9P D141Z26P D143Z45P D214Z9P D216Z26P D218Z45P D288Z9P D290Z26P D292Z45P D35Z31P D35Z31P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1
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Helman O. Mozo
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Page
Job
29 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D752P D753P D754P D755P D756P D757P D758P D759P D760P D761P D762P D763P D764P D765P D766P D767P D768P D769P D770P D813P D814P D815P D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D142Z31P D217Z31P D217Z31P D291Z31P D291Z31P D4Z13P D140Z13P D140Z13P D215Z13P D215Z13P D289Z13P D289Z13P D39Z50P D144Z50P D162Z50P D219Z50P D237Z50P D293Z50P D28Z50P D31Z19P D5Z19P D229Z19P D154Z19P D36Z36P D11Z36P D234Z36P D159Z36P D211Z62P D286Z62P D119Z62P D136Z62P D31Z19P D154Z19P D229Z19P D5Z19P D36Z36P D159Z36P D234Z36P D11Z36P D18Z55P D146Z55P D221Z55P D15Z55P
D158Z31P D158Z31P D233Z31P D233Z31P D10Z31P D34Z13P D34Z13P D157Z13P D157Z13P D232Z13P D232Z13P D9Z13P D14Z50P D39Z50P D144Z50P D162Z50P D219Z50P D237Z50P D293Z50P D5Z19P D229Z19P D154Z19P D31Z19P D11Z36P D234Z36P D159Z36P D36Z36P D286Z62P D119Z62P D136Z62P D211Z62P D154Z19P D229Z19P D5Z19P D31Z19P D159Z36P D234Z36P D11Z36P D36Z36P D146Z55P D221Z55P D15Z55P D18Z55P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Member Capacities and Overrides: Member Group Warnings Label Label or Errors
Design
Comp.
Design
Tension
Comp.
Control
Tension
Control
L/r Length
Comp.
L/r Connection Connection Shear
Bearing
Capacity Criterion Capacity Criterion
Capacity
Capacity
Capacity
Net
Rupture
Section
Tension
RTE End RTE Edge Override
Override
Override
Tension
Face
Tension Capacity Tension Tension Capacity Control Capacity Control Capacity Capacity Criterion Criterion Capacity
Member ship
Dist.
Dist.
Comp.
Override Override Comp.
Tension
Page
Job
30 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
(kN) (kN) (m) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------D1P H18 160.576 L/r 180.553 Net Sect 40 1.33 160.576 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D2P D2 60.663 L/r 388.329 Net Sect 179 9.53 60.663 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic Automatic D3P D3 37.316 L/r 288.244 Net Sect 197 5.92 37.316 0.000 0.000 288.244 0.000 0.000 0.000 0.000 0.000 D4P D5 68.210 L/r 388.329 Net Sect 169 8.47 68.210 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D5P D6 99.737 L/r 388.329 Net Sect 140 5.65 99.737 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D6P R6 52.631 L/r 180.553 Net Sect 131 3.30 52.631 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D7P R3 17.484 L/r 180.553 Net Sect 228 5.73 17.484 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 227.69 exceeds maximum of 200.00 for member "D7P" ?? D8P D4 30.399 L/r 338.286 Net Sect 236 8.33 30.399 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 236.36 exceeds maximum of 200.00 for member "D8P" ?? D9P R6 16.741 L/r 180.553 Net Sect 233 5.85 16.741 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 232.69 exceeds maximum of 200.00 for member "D9P" ?? D10P D7 40.813 L/r 338.286 Net Sect 204 7.19 40.813 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 203.99 exceeds maximum of 200.00 for member "D10P" ?? D11P R9 102.119 L/r 180.553 Net Sect 88 2.22 102.119 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D12P D7 63.633 L/r 338.286 Net Sect 163 8.73 63.633 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic D13P D9 53.795 L/r 338.286 Net Sect 178 6.26 53.795 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 0.000 Automatic D14P D10 53.448 L/r 338.286 Net Sect 178 6.28 53.448 0.000 0.000 338.286 0.000 0.000 0.000 D15P D10 10.097 L/r 338.286 Net Sect 410 14.46 10.097 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 410.13 exceeds maximum of 200.00 for member "D15P" ?? D16P D10 10.097 L/r 338.286 Net Sect 410 14.46 10.097 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 410.13 exceeds maximum of 200.00 for member "D16P" ?? D17P D13 13.298 L/r 142.120 Net Sect 232 9.27 13.298 0.000 0.000 142.120 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 231.64 exceeds maximum of 200.00 for member "D17P" ?? D18P D13 13.298 L/r 142.120 Net Sect 232 9.27 13.298 0.000 0.000 142.120 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 231.64 exceeds maximum of 200.00 for member "D18P" ?? D19P D14 39.819 L/r 180.553 Net Sect 151 7.59 39.819 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D20P D14 39.819 L/r 180.553 Net Sect 151 7.59 39.819 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D21P D15 62.864 L/r 180.553 Net Sect 120 6.04 62.864 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D22P D15 62.864 L/r 180.553 Net Sect 120 6.04 62.864 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D23P D16 22.493 L/r 180.553 Net Sect 201 5.05 22.493 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 200.74 exceeds maximum of 200.00 for member "D23P" ?? D24P D16 22.493 L/r 180.553 Net Sect 201 5.05 22.493 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 200.74 exceeds maximum of 200.00 for member "D24P" ?? D25P D18 25.508 L/r 180.553 Net Sect 189 4.74 25.508 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 0.000 0.000 0.000 0.000 Automatic D26P D18 25.508 L/r 180.553 Net Sect 189 4.74 25.508 0.000 0.000 180.553 D27P R9 15.527 L/r 180.553 Net Sect 242 6.08 15.527 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 241.61 exceeds maximum of 200.00 for member "D27P" ?? D28P D2 60.663 L/r 388.329 Net Sect 179 9.53 60.663 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D29P D3 37.316 L/r 288.244 Net Sect 197 5.92 37.316 0.000 0.000 288.244 0.000 0.000 0.000 0.000 0.000 Automatic D30P D5 68.210 L/r 388.329 Net Sect 169 8.47 68.210 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 Automatic D31P D6 99.737 L/r 388.329 Net Sect 140 5.65 99.737 0.000 0.000 388.329 0.000 0.000 0.000 0.000 D32P R6 52.631 L/r 180.553 Net Sect 131 3.30 52.631 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D33P R3 17.484 L/r 180.553 Net Sect 228 5.73 17.484 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 227.69 exceeds maximum of 200.00 for member "D33P" ?? D34P D4 30.399 L/r 338.286 Net Sect 236 8.33 30.399 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 236.36 exceeds maximum of 200.00 for member "D34P" ?? D35P R6 16.741 L/r 180.553 Net Sect 233 5.85 16.741 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 232.69 exceeds maximum of 200.00 for member "D35P" ??
Page
Job
31 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D36P D7 KL/R value of D37P R9 D38P D7 KL/R value of D39P D9 D40P D10 D41P R9 KL/R value of D42P H22 KL/R value of D43P H22 KL/R value of D44P H1 D45P H1 D46P H20 KL/R value of D47P H19 KL/R value of D48P D19 D49P D20 D50P D20 D51P D21 D52P D21 D53P D22 D54P D22 D55P D19 D56P D20 D57P D20 D58P D21 D59P D21 D60P D22 D61P D22 D62P D23 D63P D23 D64P D23 D65P D23 D66P H23 D67P H24 D68P H24 D69P H24 D70P H25 D71P H25 D72P H25 D73P D24 D74P D24 D75P D24 D76P D24 D77P D25 D78P D25 D79P D25 D80P H25
40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885
L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 96.081 Net
Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 79 Sect 79 Sect 79 Sect 79 Sect 99 Sect 99 Sect 99 Sect 137
7.19 "D36P" 2.22 8.73 "D38P" 6.26 6.28 6.08 "D41P" 2.65 "D42P" 2.65 "D43P" 2.65 2.65 2.65 "D46P" 2.65 "D47P" 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.13 4.25 4.25 4.25 4.25 4.25 4.25 3.04 1.90 1.90 3.04 1.38 1.38 1.38 1.38 1.38 1.38 1.38 1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38
40.813 ?? 102.119 27.718 ?? 53.795 53.448 15.527 ?? 10.175 ?? 10.175 ?? 75.146 75.146 10.175 ?? 13.267 ?? 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885
Helman O. Mozo
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
32 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D81P H26 D82P D26 D83P D26 D84P D26 D85P D26 D86P D26 D87P D26 D88P H28 D89P D27 D90P D27 D91P D27 D92P D27 D93P D27 D94P D27 D95P D27 D96P D27 D97P D27 D98P D28 D99P D28 D100P D28 D101P D28 D102P D28 D103P D28 D104P D28 D105P D28 D106P D28 D113P H22 KL/R value of D114P R3 D115P H6 KL/R value of D116P H6 KL/R value of D117P R3 D118P F1 D119P H28 D120P H28 D121P H28 D122P H28 D123P H28 D124P H28 D125P H28 D126P H28 D127P M18 D128P M17 D129P M16 D130P M15 D131P M14 D132P M13 D133P M12 D134P M10 D135P M9
67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 10.175 264.80 exceeds 46.788 18.420 280.28 exceeds 10.839 365.39 exceeds 46.788 0.455 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r 96.081 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 96.081 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 180.553 Net L/r 72.061 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net
Sect 69 0.70 67.668 Sect 81 1.61 88.359 Sect 72 1.44 97.206 Sect 64 1.29 104.952 Sect 64 1.29 104.952 Sect 72 1.44 97.206 Sect 81 1.61 88.359 Sect 69 0.70 67.668 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 265 2.65 10.175 for member "D113P" ?? Sect 139 3.50 46.788 Sect 280 4.21 18.420 for member "D115P" ?? Sect 365 5.49 10.839 for member "D116P" ?? Sect 139 3.50 46.788 Sect 892 6.70 0.455 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 36 1.72 1383.184 Sect 43 2.04 1337.340 Sect 42 2.01 1342.648 Sect 52 2.46 1269.329 Sect 68 3.26 1119.956 Sect 85 4.05 954.789 Sect 117 5.58 636.100 Sect 104 4.95 763.137 Sect 122 5.81 592.474
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000
0.000 0.000
180.553 288.244
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 72.061 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D136P M8 KL/R value of D137P M7 D138P M6 D139P M5 KL/R value of D140P M4 D141P M3 D142P M2 D143P M19 D144P M1 D145P M19 D146P M20 D147P M21 D148P M22 D149P M25 D150P M24 D151P M26 D152P M27 D153P M28 D154P M1 D155P M10 D156P M13 D157P M14 D158P M15 D159P M16 D160P M20 D161P M20 D162P M20 D163P M21 D164P M21 D165P M21 D166P M22 D167P M22 D168P M24 D169P M24 D170P M24 D171P M25 D172P M25 D173P M26 D174P M26 D175P M27 D176P M27 D177P M27 D178P M27 D179P M28 D180P M28 D181P M28 D182P M27 D183P M27 D184P M27 D185P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D136P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D139P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D186P M27 D187P M28 D188P M28 D189P M28 D190P M28 D191P H18 D192P R3 D193P D2 D194P D3 D195P D5 D196P D6 D197P R6 D198P R3 KL/R value of D199P D4 KL/R value of D200P R6 KL/R value of D201P D7 KL/R value of D202P R9 D203P D7 KL/R value of D204P D9 D205P D10 D206P D10 KL/R value of D207P D10 KL/R value of D208P D13 KL/R value of D209P D13 KL/R value of D210P D14 D211P D14 D212P D15 D213P D15 D214P D16 KL/R value of D215P D16 KL/R value of D216P D18 D217P D18 D218P R9 KL/R value of D219P R3 D220P D2 D221P D3 D222P D5 D223P D6 D224P R6
553.728 553.728 553.728 553.728 553.728 80.157 46.788 60.663 37.316 68.210 99.737 52.631 17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 10.097 410.13 exceeds 10.097 410.13 exceeds 13.298 231.64 exceeds 13.298 231.64 exceeds 39.819 39.819 62.864 62.864 22.493 200.74 exceeds 22.493 200.74 exceeds 25.508 25.508 15.527 241.61 exceeds 46.788 60.663 37.316 68.210 99.737 52.631
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131 Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 410 for member Sect 410 for member Sect 232 for member Sect 232 for member Sect 151 Sect 151 Sect 120 Sect 120 Sect 201 for member Sect 201 for member Sect 189 Sect 189 Sect 242 for member Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.32 80.157 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631 5.73 17.484 "D198P" ?? 8.33 30.399 "D199P" ?? 5.85 16.741 "D200P" ?? 7.19 40.813 "D201P" ?? 2.22 102.119 8.73 27.718 "D203P" ?? 6.26 53.795 6.28 53.448 14.46 10.097 "D206P" ?? 14.46 10.097 "D207P" ?? 9.27 13.298 "D208P" ?? 9.27 13.298 "D209P" ?? 7.59 39.819 7.59 39.819 6.04 62.864 6.04 62.864 5.05 22.493 "D214P" ?? 5.05 22.493 "D215P" ?? 4.74 25.508 4.74 25.508 6.08 15.527 "D218P" ?? 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 388.329 288.244 388.329 388.329 180.553 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 338.286
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
180.553 180.553 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
180.553 388.329 288.244 388.329 388.329 180.553
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
35 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D225P R3 KL/R value of D226P D4 KL/R value of D227P R6 KL/R value of D228P D7 KL/R value of D229P R9 D230P D7 KL/R value of D231P D9 D232P D10 D233P R9 KL/R value of D234P H22 KL/R value of D235P H22 KL/R value of D236P H1 D237P H1 D238P H20 KL/R value of D239P H19 KL/R value of D240P D19 D241P D20 D242P D20 D243P D21 D244P D21 D245P D22 D246P D22 D247P D19 D248P D20 D249P D20 D250P D21 D251P D21 D252P D22 D253P D22 D254P H22 KL/R value of D255P D23 D256P D23 D257P D23 D258P D23 D259P H23 D260P H24 D261P H24 D262P H24 D263P H25 D264P H25 D265P H25
17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 10.175 264.80 exceeds 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885
L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net
Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 265 for member Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137
5.73 17.484 "D225P" ?? 8.33 30.399 "D226P" ?? 5.85 16.741 "D227P" ?? 7.19 40.813 "D228P" ?? 2.22 102.119 8.73 27.718 "D230P" ?? 6.26 53.795 6.28 53.448 6.08 15.527 "D233P" ?? 2.65 10.175 "D234P" ?? 2.65 10.175 "D235P" ?? 2.65 75.146 2.65 75.146 2.65 10.175 "D238P" ?? 2.65 13.267 "D239P" ?? 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.65 10.175 "D254P" ?? 3.04 61.908 1.90 118.958 1.90 118.958 3.04 61.908 1.38 48.923 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885
Helman O. Mozo
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
36 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122
1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
37 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D317P M8 KL/R value of D318P M7 D319P M6 D320P M5 KL/R value of D321P M4 D322P M3 D323P M2 D324P M19 D325P M1 D326P M19 D327P M20 D328P M21 D329P M22 D330P M25 D331P M24 D332P M26 D333P M27 D334P M28 D335P M1 D336P M10 D337P M13 D338P M14 D339P M15 D340P M16 D341P M20 D342P M20 D343P M20 D344P M21 D345P M21 D346P M21 D347P M22 D348P M22 D349P M24 D350P M24 D351P M24 D352P M25 D353P M25 D354P M26 D355P M26 D356P M27 D357P M27 D358P M27 D359P M27 D360P M28 D361P M28 D362P M28 D363P M27 D364P M27 D365P M27 D366P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D317P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D320P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
Page
Job
38 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D367P M27 D368P M28 D369P M28 D370P M28 D371P M28 D372P H18 D373P R3 D374P D2 D375P D3 D376P D5 D377P D6 D378P R6 D379P R3 KL/R value of D380P D4 KL/R value of D381P R6 KL/R value of D382P D7 KL/R value of D383P R9 D384P D7 KL/R value of D385P D9 D386P D10 D387P D10 KL/R value of D388P D10 KL/R value of D389P D13 KL/R value of D390P D13 KL/R value of D391P D14 D392P D14 D393P D15 D394P D15 D395P D16 KL/R value of D396P D16 KL/R value of D397P D18 D398P D18 D399P R9 KL/R value of D400P R3 D401P D2 D402P D3 D403P D5 D404P D6 D405P R6
553.728 553.728 553.728 553.728 553.728 80.157 46.788 60.663 37.316 68.210 99.737 52.631 17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 10.097 410.13 exceeds 10.097 410.13 exceeds 13.298 231.64 exceeds 13.298 231.64 exceeds 39.819 39.819 62.864 62.864 22.493 200.74 exceeds 22.493 200.74 exceeds 25.508 25.508 15.527 241.61 exceeds 46.788 60.663 37.316 68.210 99.737 52.631
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131 Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 410 for member Sect 410 for member Sect 232 for member Sect 232 for member Sect 151 Sect 151 Sect 120 Sect 120 Sect 201 for member Sect 201 for member Sect 189 Sect 189 Sect 242 for member Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.33 80.157 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631 5.73 17.484 "D379P" ?? 8.33 30.399 "D380P" ?? 5.85 16.741 "D381P" ?? 7.19 40.813 "D382P" ?? 2.22 102.119 8.73 27.718 "D384P" ?? 6.26 53.795 6.28 53.448 14.46 10.097 "D387P" ?? 14.46 10.097 "D388P" ?? 9.27 13.298 "D389P" ?? 9.27 13.298 "D390P" ?? 7.59 39.819 7.59 39.819 6.04 62.864 6.04 62.864 5.05 22.493 "D395P" ?? 5.05 22.493 "D396P" ?? 4.74 25.508 4.74 25.508 6.08 15.527 "D399P" ?? 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 388.329 288.244 388.329 388.329 180.553 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 338.286
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
180.553 180.553 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
180.553 388.329 288.244 388.329 388.329 180.553
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
39 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D406P R3 KL/R value of D407P D4 KL/R value of D408P R6 KL/R value of D409P D7 KL/R value of D410P R9 D411P D7 KL/R value of D412P D9 D413P D10 D414P R9 KL/R value of D415P H22 KL/R value of D416P H22 KL/R value of D417P H1 D418P H1 D419P H20 KL/R value of D420P H19 KL/R value of D421P D19 D422P D20 D423P D20 D424P D21 D425P D21 D426P D22 D427P D22 D428P D19 D429P D20 D430P D20 D431P D21 D432P D21 D433P D22 D434P D22 D435P H22 KL/R value of D436P D23 D437P D23 D438P D23 D439P D23 D440P H23 D441P H24 D442P H24 D443P H24 D444P H25 D445P H25 D446P H25
17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 10.175 264.80 exceeds 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885
L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net
Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 265 for member Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137
5.73 17.484 "D406P" ?? 8.33 30.399 "D407P" ?? 5.85 16.741 "D408P" ?? 7.19 40.813 "D409P" ?? 2.22 102.119 8.73 27.718 "D411P" ?? 6.26 53.795 6.28 53.448 6.08 15.527 "D414P" ?? 2.65 10.175 "D415P" ?? 2.65 10.175 "D416P" ?? 2.65 75.146 2.65 75.146 2.65 10.175 "D419P" ?? 2.65 13.267 "D420P" ?? 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.65 10.175 "D435P" ?? 3.04 61.908 1.90 118.958 1.90 118.958 3.04 61.908 1.38 48.923 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885
Helman O. Mozo
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
40 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122
1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
41 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D498P M8 KL/R value of D499P M7 D500P M6 D501P M5 KL/R value of D502P M4 D503P M3 D504P M2 D505P M19 D506P M1 D507P M19 D508P M20 D509P M21 D510P M22 D511P M25 D512P M24 D513P M26 D514P M27 D515P M28 D516P M1 D517P M10 D518P M13 D519P M14 D520P M15 D521P M16 D522P M20 D523P M20 D524P M20 D525P M21 D526P M21 D527P M21 D528P M22 D529P M22 D530P M24 D531P M24 D532P M24 D533P M25 D534P M25 D535P M26 D536P M26 D537P M27 D538P M27 D539P M27 D540P M27 D541P M28 D542P M28 D543P M28 D544P M27 D545P M27 D546P M27 D547P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D498P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D501P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
Page
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42 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D548P M27 D549P M28 D550P M28 D551P M28 D552P M28 D553P H18 D554P R3 D555P D2 D556P D3 D557P D5 D558P D6 D559P R6 D560P R3 KL/R value of D561P D4 KL/R value of D562P R6 KL/R value of D563P D7 KL/R value of D564P R9 D565P D7 KL/R value of D566P D9 D567P D10 D568P D10 KL/R value of D569P D10 KL/R value of D570P D13 KL/R value of D571P D13 KL/R value of D572P D14 D573P D14 D574P D15 D575P D15 D576P D16 KL/R value of D577P D16 KL/R value of D578P D18 D579P D18 D580P R9 KL/R value of D581P R3 D582P D2 D583P D3 D584P D5 D585P D6 D586P R6
553.728 553.728 553.728 553.728 553.728 80.157 46.788 60.663 37.316 68.210 99.737 52.631 17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 10.097 410.13 exceeds 10.097 410.13 exceeds 13.298 231.64 exceeds 13.298 231.64 exceeds 39.819 39.819 62.864 62.864 22.493 200.74 exceeds 22.493 200.74 exceeds 25.508 25.508 15.527 241.61 exceeds 46.788 60.663 37.316 68.210 99.737 52.631
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131 Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 410 for member Sect 410 for member Sect 232 for member Sect 232 for member Sect 151 Sect 151 Sect 120 Sect 120 Sect 201 for member Sect 201 for member Sect 189 Sect 189 Sect 242 for member Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.33 80.157 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631 5.73 17.484 "D560P" ?? 8.33 30.399 "D561P" ?? 5.85 16.741 "D562P" ?? 7.19 40.813 "D563P" ?? 2.22 102.119 8.73 27.718 "D565P" ?? 6.26 53.795 6.28 53.448 14.46 10.097 "D568P" ?? 14.46 10.097 "D569P" ?? 9.27 13.298 "D570P" ?? 9.27 13.298 "D571P" ?? 7.59 39.819 7.59 39.819 6.04 62.864 6.04 62.864 5.05 22.493 "D576P" ?? 5.05 22.493 "D577P" ?? 4.74 25.508 4.74 25.508 6.08 15.527 "D580P" ?? 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 388.329 288.244 388.329 388.329 180.553 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 338.286
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
180.553 180.553 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
180.553 388.329 288.244 388.329 388.329 180.553
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
43 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D587P R3 KL/R value of D588P D4 KL/R value of D589P R6 KL/R value of D590P D7 KL/R value of D591P R9 D592P D7 KL/R value of D593P D9 D594P D10 D595P R9 KL/R value of D596P H22 KL/R value of D597P H22 KL/R value of D598P H1 D599P H1 D600P H20 KL/R value of D601P H19 KL/R value of D602P D19 D603P D20 D604P D20 D605P D21 D606P D21 D607P D22 D608P D22 D609P D19 D610P D20 D611P D20 D612P D21 D613P D21 D614P D22 D615P D22 D616P H22 KL/R value of D617P D23 D618P D23 D619P D23 D620P D23 D621P H23 D622P H24 D623P H24 D624P H24 D625P H25 D626P H25 D627P H25
17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 10.175 264.80 exceeds 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885
L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net
Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 265 for member Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137
5.73 17.484 "D587P" ?? 8.33 30.399 "D588P" ?? 5.85 16.741 "D589P" ?? 7.19 40.813 "D590P" ?? 2.22 102.119 8.73 27.718 "D592P" ?? 6.26 53.795 6.28 53.448 6.08 15.527 "D595P" ?? 2.65 10.175 "D596P" ?? 2.65 10.175 "D597P" ?? 2.65 75.146 2.65 75.146 2.65 10.175 "D600P" ?? 2.65 13.267 "D601P" ?? 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.65 10.175 "D616P" ?? 3.04 61.908 1.90 118.958 1.90 118.958 3.04 61.908 1.38 48.923 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885
Helman O. Mozo
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
44 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122
1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D679P M8 KL/R value of D680P M7 D681P M6 D682P M5 KL/R value of D683P M4 D684P M3 D685P M2 D686P M19 D687P M1 D688P M19 D689P M20 D690P M21 D691P M22 D692P M25 D693P M24 D694P M26 D695P M27 D696P M28 D697P M1 D698P M10 D699P M13 D700P M14 D701P M15 D702P M16 D703P M20 D704P M20 D705P M20 D706P M21 D707P M21 D708P M21 D709P M22 D710P M22 D711P M24 D712P M24 D713P M24 D714P M25 D715P M25 D716P M26 D717P M26 D718P M27 D719P M27 D720P M27 D721P M27 D722P M28 D723P M28 D724P M28 D725P M27 D726P M27 D727P M27 D728P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D679P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D682P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D729P M27 D730P M28 D731P M28 D732P M28 D733P M28 D734P H18 D735P H18 D736P H18 D737P H18 D738P R3 D739P R3 D740P R3 D741P R3 D742P R3 D743P R3 D744P R3 D745P R3 D746P R3 D747P R3 D748P R3 D749P R3 D750P H6 KL/R value of D751P H6 KL/R value of D752P H6 KL/R value of D753P H6 KL/R value of D754P H6 KL/R value of D755P H6 KL/R value of D756P H6 KL/R value of D757P F1 D758P F1 D759P F1 D760P F1 D761P F1 D762P F1 D763P F1 D764P H6 KL/R value of D765P H6 KL/R value of D766P H6 KL/R value of D767P H6 KL/R value of D768P H6 KL/R value of
553.728 553.728 553.728 553.728 553.728 80.157 80.157 80.157 80.157 23.394 26.316 58.148 23.394 26.316 58.148 23.394 26.316 58.148 23.394 26.316 58.148 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 0.455 0.455 0.455 0.455 0.455 0.455 0.455 18.420 280.28 exceeds 18.420 280.28 exceeds 18.420 280.28 exceeds 18.420 280.28 exceeds 18.420 280.28 exceeds
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 105 Sect 105 Sect 105 Sect 197 Sect 186 Sect 125 Sect 197 Sect 186 Sect 125 Sect 197 Sect 186 Sect 125 Sect 197 Sect 186 Sect 125 Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 892 Sect 892 Sect 892 Sect 892 Sect 892 Sect 892 Sect 892 Sect 280 for member Sect 280 for member Sect 280 for member Sect 280 for member Sect 280 for member
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.33 80.157 1.32 80.157 1.32 80.157 1.33 80.157 4.95 23.394 4.67 26.316 3.14 58.148 4.95 23.394 4.67 26.316 3.14 58.148 4.95 23.394 4.67 26.316 3.14 58.148 4.95 23.394 4.67 26.316 3.14 58.148 5.49 10.839 "D750P" ?? 5.49 10.839 "D751P" ?? 5.49 10.839 "D752P" ?? 5.49 10.839 "D753P" ?? 5.49 10.839 "D754P" ?? 5.49 10.839 "D755P" ?? 5.49 10.839 "D756P" ?? 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 4.21 18.420 "D764P" ?? 4.21 18.420 "D765P" ?? 4.21 18.420 "D766P" ?? 4.21 18.420 "D767P" ?? 4.21 18.420 "D768P" ??
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 288.244
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
72.061 72.061 72.061 72.061 72.061 72.061 72.061 288.244
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
Page
Job
47 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D769P KL/R value D770P KL/R value D813P D814P D815P D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
H6 18.420 L/r 288.244 Net of 280.28 exceeds maximum of 200.00 H6 18.420 L/r 288.244 Net of 280.28 exceeds maximum of 200.00 F1 12.717 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.339 L/r 72.061 Net F1 0.339 L/r 72.061 Net F1 0.339 L/r 72.061 Net F1 0.339 L/r 72.061 Net
Section Joint Information: Section Label
Joint Joint Label Elevation (m) ---------------------------33 D90Z141P 140.870 33 D91Z141P 140.870 33 D107Z140P 139.761 33 D108Z140P 140.316 33 D130Z140P 139.761 33 D188Z141P 140.870 33 D197Z140P 140.316 33 D205Z140P 139.761 33 D263Z141P 140.870 33 D272Z140P 140.316 33 D280Z140P 139.761 33 D305Z140P 140.316 32 D105Z139P 138.652 32 D106Z139P 139.207 32 D107Z140P 139.761 32 D129Z139P 138.652 32 D130Z140P 139.761
Sect 280 for member Sect 280 for member Sect 169 Sect 1687 Sect 1687 Sect 1687 Sect 1372 Sect 1372 Sect 1372 Sect 1372 Sect 906 Sect 906 Sect 906 Sect 906 Sect 1687 Sect 1687 Sect 1687 Sect 1687 Sect 1372 Sect 1372 Sect 1372 Sect 1372 Sect 1033 Sect 1033 Sect 1033 Sect 1033
4.21 18.420 "D769P" ?? 4.21 18.420 "D770P" ?? 12.68 12.717 12.68 0.127 12.68 0.127 12.68 0.127 10.32 0.192 10.32 0.192 10.32 0.192 10.32 0.192 6.81 0.441 6.81 0.441 6.81 0.441 6.81 0.441 12.68 0.127 12.68 0.127 12.68 0.127 12.68 0.127 10.32 0.192 10.32 0.192 10.32 0.192 10.32 0.192 7.77 0.339 7.77 0.339 7.77 0.339 7.77 0.339
Helman O. Mozo
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
32 32 32 32 32 32 32 31 31 31 31 31 31 31 31 31 31 31 31 30 30 30 30 30 30 30 30 30 30 30 30 29 29 29 29 29 29 29 29 29 29 29 29 28 28 28 28 28 28 28 28 28
D196Z139P D204Z139P D205Z140P D271Z139P D279Z139P D280Z140P D304Z139P D103Z138P D104Z138P D105Z139P D128Z138P D129Z139P D195Z138P D203Z138P D204Z139P D270Z138P D278Z138P D279Z139P D303Z138P D101Z136P D102Z137P D103Z138P D127Z136P D128Z138P D194Z137P D202Z136P D203Z138P D269Z137P D277Z136P D278Z138P D302Z137P D99Z135P D100Z136P D101Z136P D126Z135P D127Z136P D193Z136P D201Z135P D202Z136P D268Z136P D276Z135P D277Z136P D301Z136P D97Z134P D98Z135P D99Z135P D125Z134P D126Z135P D192Z135P D200Z134P D201Z135P D267Z135P
139.207 138.652 139.761 139.207 138.652 139.761 139.207 137.543 138.098 138.652 137.543 138.652 138.098 137.543 138.652 138.098 137.543 138.652 138.098 136.434 136.989 137.543 136.434 137.543 136.989 136.434 137.543 136.989 136.434 137.543 136.989 135.326 135.880 136.434 135.326 136.434 135.880 135.326 136.434 135.880 135.326 136.434 135.880 134.217 134.771 135.326 134.217 135.326 134.771 134.217 135.326 134.771
17:07:07 03/17/10 Designed by
Helman O. Mozo
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49 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
28 28 28 27 27 27 27 27 27 27 27 27 27 27 27 26 26 26 26 26 26 26 26 26 26 26 26 25 25 25 25 25 25 25 25 25 25 25 25 24 24 24 24 24 24 24 24 24 24 24 24 24
D275Z134P D276Z135P D300Z135P D95Z133P D96Z134P D97Z134P D124Z133P D125Z134P D191Z134P D199Z133P D200Z134P D266Z134P D274Z133P D275Z134P D299Z134P D93Z132P D94Z133P D95Z133P D123Z132P D124Z133P D190Z133P D198Z132P D199Z133P D265Z133P D273Z132P D274Z133P D298Z133P D84Z131P D85Z131P D92Z131P D93Z132P D123Z132P D185Z131P D189Z131P D198Z132P D260Z131P D264Z131P D273Z132P D297Z131P D83Z128P D82Z128P D86Z129P D87Z130P D85Z131P D84Z131P D88Z130P D89Z129P D184Z128P D186Z129P D185Z131P D187Z130P D259Z128P
134.217 135.326 134.771 133.108 133.662 134.217 133.108 134.217 133.662 133.108 134.217 133.662 133.108 134.217 133.662 131.999 132.553 133.108 131.999 133.108 132.553 131.999 133.108 132.553 131.999 133.108 132.553 130.890 130.890 131.444 131.999 131.999 130.890 131.444 131.999 130.890 131.444 131.999 131.444 127.910 127.910 128.903 129.897 130.890 130.890 129.897 128.903 127.910 128.903 130.890 129.897 127.910
17:07:07 03/17/10 Designed by
Helman O. Mozo
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50 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
24 24 24 23 23 23 23 23 23 23 23 22 22 22 22 22 22 22 22 21 21 21 21 21 21 21 21 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 17
D261Z129P D260Z131P D262Z130P D80Z126P D81Z126P D82Z128P D183Z126P D184Z128P D258Z126P D259Z128P D83Z128P D78Z125P D79Z125P D80Z126P D81Z126P D182Z125P D183Z126P D257Z125P D258Z126P D76Z124P D77Z124P D79Z125P D181Z124P D182Z125P D256Z124P D257Z125P D78Z125P D74Z122P D75Z122P D76Z124P D77Z124P D180Z122P D181Z124P D255Z122P D256Z124P D72Z121P D73Z121P D75Z122P D179Z121P D180Z122P D254Z121P D255Z122P D74Z122P D70Z119P D71Z119P D72Z121P D73Z121P D178Z119P D179Z121P D253Z119P D254Z121P D67Z118P
128.903 130.890 129.897 126.489 126.489 127.910 126.489 127.910 126.489 127.910 127.910 125.069 125.069 126.489 126.489 125.069 126.489 125.069 126.489 123.648 123.648 125.069 123.648 125.069 123.648 125.069 125.069 122.227 122.227 123.648 123.648 122.227 123.648 122.227 123.648 120.806 120.806 122.227 120.806 122.227 120.806 122.227 122.227 119.386 119.386 120.806 120.806 119.386 120.806 119.386 120.806 117.965
17:07:07 03/17/10 Designed by
Helman O. Mozo
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51 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 14 14 14 13 13 13 13 13 13 13 13 13
D68Z118P D71Z119P D177Z118P D178Z119P D252Z118P D253Z119P D70Z119P D58Z115P D66Z117P D67Z118P D68Z118P D69Z117P D65Z115P D175Z115P D176Z117P D177Z118P D250Z115P D251Z117P D252Z118P D40Z113P D41Z113P D57Z112P D58Z115P D64Z112P D65Z115P D163Z113P D171Z112P D175Z115P D238Z113P D246Z112P D250Z115P D42Z110P D43Z110P D56Z108P D57Z112P D63Z108P D64Z112P D164Z110P D171Z112P D174Z108P D239Z110P D246Z112P D249Z108P D44Z107P D45Z107P D55Z105P D56Z108P D62Z105P D63Z108P D165Z107P D170Z105P D174Z108P
117.965 119.386 117.965 119.386 117.965 119.386 119.386 114.920 116.950 117.965 117.965 116.950 114.920 114.920 116.950 117.965 114.920 116.950 117.965 113.260 113.260 111.600 114.920 111.600 114.920 113.260 111.600 114.920 113.260 111.600 114.920 109.940 109.940 108.280 111.600 108.280 111.600 109.940 111.600 108.280 109.940 111.600 108.280 106.620 106.620 104.960 108.280 104.960 108.280 106.620 104.960 108.280
17:07:07 03/17/10 Designed by
Helman O. Mozo
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52 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 11 11 11 11 11 11 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 9 9 9 9 9
D240Z107P D245Z105P D249Z108P D46Z103P D47Z103P D54Z102P D55Z105P D61Z102P D62Z105P D166Z103P D170Z105P D173Z102P D241Z103P D245Z105P D248Z102P D48Z100P D49Z100P D53Z98P D54Z102P D60Z98P D61Z102P D167Z100P D169Z98P D173Z102P D242Z100P D244Z98P D248Z102P D0Z93P D1Z93P D50Z97P D51Z97P D52Z95P D53Z98P D59Z95P D60Z98P D137Z93P D138Z93P D168Z97P D169Z98P D172Z95P D212Z93P D213Z93P D243Z97P D244Z98P D247Z95P D287Z93P D27Z93P D26Z90P D1Z93P D27Z93P D25Z90P D131Z92P
106.620 104.960 108.280 103.300 103.300 101.640 104.960 101.640 104.960 103.300 104.960 101.640 103.300 104.960 101.640 99.980 99.980 98.320 101.640 98.320 101.640 99.980 98.320 101.640 99.980 98.320 101.640 93.335 93.335 96.660 96.660 95.000 98.320 95.000 98.320 93.335 93.335 96.660 98.320 95.000 93.335 93.335 96.660 98.320 95.000 93.335 93.335 89.595 93.335 93.335 89.595 91.627
17:07:07 03/17/10 Designed by
Helman O. Mozo
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53 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
9 9 9 9 9 9 9 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5
D138Z93P D150Z90P D206Z92P D213Z93P D225Z90P D281Z92P D109Z92P D23Z86P D25Z90P D24Z86P D26Z90P D132Z88P D150Z90P D149Z86P D207Z88P D225Z90P D224Z86P D282Z88P D111Z88P D21Z81P D23Z86P D22Z81P D24Z86P D133Z84P D148Z81P D149Z86P D208Z84P D223Z81P D224Z86P D283Z84P D113Z84P D20Z75P D21Z81P D19Z75P D22Z81P D134Z79P D148Z81P D147Z75P D209Z79P D223Z81P D222Z75P D284Z79P D115Z79P D17Z68P D19Z75P D16Z68P D20Z75P D135Z72P D147Z75P D145Z68P D210Z72P D222Z75P
93.335 89.595 91.627 93.335 89.595 91.627 91.627 85.875 89.595 85.875 89.595 87.872 89.595 85.875 87.872 89.595 85.875 87.872 87.872 81.325 85.875 81.325 85.875 83.776 81.325 85.875 83.776 81.325 85.875 83.776 83.776 75.355 81.325 75.355 81.325 78.597 81.325 75.355 78.597 81.325 75.355 78.597 78.597 67.955 75.355 67.955 75.355 71.986 75.355 67.955 71.986 75.355
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2
D220Z68P D285Z72P D117Z72P D15Z55P D16Z68P D17Z68P D18Z55P D136Z62P D145Z68P D146Z55P D211Z62P D220Z68P D221Z55P D286Z62P D119Z62P D12Z45P D13Z45P D11Z36P D14Z50P D15Z55P D28Z50P D37Z45P D38Z45P D36Z36P D18Z55P D39Z50P D143Z45P D144Z50P D160Z45P D161Z45P D159Z36P D146Z55P D162Z50P D218Z45P D219Z50P D235Z45P D236Z45P D234Z36P D221Z55P D237Z50P D292Z45P D293Z50P D296Z45P D5Z19P D6Z26P D7Z31P D8Z26P D10Z31P D11Z36P D31Z19P D32Z26P D33Z26P
67.955 71.986 71.986 55.285 67.955 67.955 55.285 62.400 67.955 55.285 62.400 67.955 55.285 62.400 62.400 44.575 44.575 36.320 50.355 55.285 50.355 44.575 44.575 36.320 55.285 50.355 44.575 50.355 44.575 44.575 36.320 55.285 50.355 44.575 50.355 44.575 44.575 36.320 55.285 50.355 44.575 50.355 44.575 18.735 26.285 31.320 26.285 31.320 36.320 18.735 26.285 26.285
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
D35Z31P D36Z36P D141Z26P D142Z31P D154Z19P D155Z26P D156Z26P D158Z31P D159Z36P D216Z26P D217Z31P D229Z19P D230Z26P D231Z26P D233Z31P D234Z36P D290Z26P D291Z31P D295Z26P D2Z0P D3Z9P D4Z13P D9Z13P D5Z19P D29Z0P D30Z9P D34Z13P D31Z19P D121Z9P D122Z9P D139Z9P D140Z13P D151Z9P D152Z9P D153Z0P D157Z13P D154Z19P D214Z9P D215Z13P D226Z9P D227Z9P D228Z0P D232Z13P D229Z19P D288Z9P D289Z13P D294Z9P
31.320 36.320 26.285 31.320 18.735 26.285 26.285 31.320 36.320 26.285 31.320 18.735 26.285 26.285 31.320 36.320 26.285 31.320 26.285 0.000 8.590 13.340 13.340 18.735 0.000 8.590 13.340 18.735 8.590 8.590 8.590 13.340 8.590 8.590 0.000 13.340 18.735 8.590 13.340 8.590 8.590 0.000 13.340 18.735 8.590 13.340 8.590
EIA Sections Information: Section Label
Top Z
Bottom Joint Member Top Bottom Z Count Count Width Width
17:07:07 03/17/10
Gross Face Af Face Ar Area Adjust Adjust
Dead Load
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
(m) (m) (m) (m) (m^2) Factor Factor Factor -------------------------------------------------------------------------------33 140.870 139.761 12 24 0.70 0.70 0.78 1.0000 1.0000 1.210 32 139.761 138.652 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 31 138.652 137.543 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 30 137.543 136.434 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 29 136.434 135.326 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 28 135.326 134.217 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 27 134.217 133.108 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 26 133.108 131.999 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 25 131.999 130.890 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 24 130.890 127.910 16 40 0.70 1.38 3.10 1.0000 1.0000 1.210 23 127.910 126.489 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 22 126.489 125.069 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 21 125.069 123.648 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 20 123.648 122.227 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 19 122.227 120.806 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 18 120.806 119.386 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 17 119.386 117.965 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 16 117.965 114.920 12 28 1.38 2.65 6.14 1.0000 1.0000 1.210 15 114.920 111.600 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 14 111.600 108.280 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 13 108.280 104.960 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 12 104.960 101.640 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 11 101.640 98.320 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 10 98.320 93.335 20 40 2.65 2.65 13.21 1.0000 1.0000 1.210 9 93.335 89.595 12 16 2.65 3.15 10.85 1.0000 1.0000 1.210 8 89.595 85.875 12 16 3.15 3.65 12.66 1.0000 1.0000 1.210 7 85.875 81.325 12 16 3.65 4.26 18.01 1.0000 1.0000 1.210 6 81.325 75.355 12 16 4.26 5.07 27.86 1.0000 1.0000 1.210 5 75.355 67.955 12 16 5.07 6.06 41.18 1.0000 1.0000 1.210 4 67.955 55.285 12 24 6.06 7.77 87.61 1.0000 1.0000 1.210 3 55.285 36.320 28 72 7.77 10.32 171.47 1.0000 1.0000 1.210 2 36.320 18.735 28 72 10.32 12.68 202.20 1.0000 1.0000 1.210 1 18.735 0.000 28 64 12.68 15.20 261.17 1.0000 1.0000 1.210 Equipment Library: Equipment Stock Weight Wind Ice Shape or Drag Diameter Height Property Label Number Area Area EIA Antenna Type Coef. (N) (m^2) (m^2) (m) (m) ----------------------------------------------------------------------------------------------------------------ANT. MICROONDAS D1.2 1248.0 1.13 0.00 EIA Microwave Shroud 1.00 1.20 1.20 ANT. MICROONDAS D1.8 1961.4 2.54 0.00 EIA Microwave 1.00 1.80 1.80 ANT. MICROONDAS D2.4 2451.8 4.52 0.00 EIA Microwave Shroud 1.00 2.40 2.40 ANT. MICROONDAS D3.0 4000.0 7.07 0.00 EIA Microwave Shroud 1.00 3.00 3.00 ANTENA THOMSON 1320.0 1.20 0.00 Square 1.00 0.98 1.20 ANTENA PANEL UHF BANDA ANCHA (4) 1032.0 1.80 0.00 Square 1.00 0.45 4.00 ANTENA VHF BIII 2DIP 1450X1450 (3) 1140.0 1.96 0.00 Square 1.00 0.45 4.35 ANT VHF BIII 2DIP 1250X1550 (1) 380.0 1.94 0.00 Square 1.40 1.25 1.55 ANT VHF BIII 2DIP 1740X2500 (1) 380.0 4.35 0.00 Square 1.00 1.74 2.50 ANT ONNY TECHNOLOGY 350.0 1.20 0.00 Square 1.00 1.00 1.20
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Equipment Connectivity: Equipment Label
Attach Label
Equipment EIA Antenna Property Orientation Set Angle (deg) ------------------------------------------------------------------------1 MW D2.44 1 D227Z9P ANT. MICROONDAS D2.4 0.00 2 MW D1.2 1 D9Z13P ANT. MICROONDAS D1.2 0.00 3 MW D1.2 2 D232Z13P ANT. MICROONDAS D1.2 0.00 4 MW D2.44 2 D5Z19P ANT. MICROONDAS D2.4 0.00 5 MW D1.8 1 D229Z19P ANT. MICROONDAS D1.8 0.00 6 MW D2.44 3 D8Z26P ANT. MICROONDAS D2.4 0.00 7 MW D1.8 2 D231Z26P ANT. MICROONDAS D1.8 0.00 8 MW D3.0 1 D10Z31P ANT. MICROONDAS D3.0 0.00 9 MW D2.44 4 D233Z31P ANT. MICROONDAS D2.4 0.00 10 TECNOLOGY D11Z36P ANT ONNY TECHNOLOGY 0.00 11 ANT VHF 1 D152Z9P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 12 ANT VHF 2 D117Z72P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 13 ANT VHF 3 D20Z75P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 14 ANT VHF 4 D18Z55P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 15 ANT VHF 5 D136Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 16 ANT VHF 6 D16Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 17 ANT VHF 7 D119Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 18 ANT VHF 8 D17Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 19 ANT VHF 9 D286Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 20 ANT VHF 10 D220Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 21 ANT VHF 11 D211Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 22 ANT VHF 12 D145Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 23 ANT VHF 13 D208Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 24 ANT VHF 14 D207Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 25 ANT VHF 15 D283Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 26 ANT VHF 16 D282Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 27 ANT VHF 17 D113Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 28 ANT VHF 18 D111Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 29 ANT THOMSON1 D170Z105P ANTENA THOMSON 0.00 30 ANT THOMSON2 D245Z105P ANTENA THOMSON 0.00 31 ANT THOMSON3 D62Z105P ANTENA THOMSON 0.00 32 ANT THOMSON4 D55Z105P ANTENA THOMSON 0.00 33 ANT VHF 19 D73Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 34 ANT VHF 20 D79Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 35 ANT VHF 21 D179Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 36 ANT VHF 22 D182Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 37 ANT VHF 23 D254Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 38 ANT VHF 24 D257Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 39 ANT VHF 25 D72Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 40 ANT VHF 26 D78Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 41 ANT UHF 1 D125Z134P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 42 ANT UHF 2 D129Z139P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 43 ANT UHF 3 D200Z134P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 44 ANT UHF 4 D204Z139P ANTENA PANEL UHF BANDA ANCHA (4) 0.00
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
45 46 47 48
ANT ANT ANT ANT
UHF UHF UHF UHF
5 D275Z134P 6 D279Z139P 7 D97Z134P 8 D105Z139P
ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL
UHF UHF UHF UHF
BANDA BANDA BANDA BANDA
17:07:07 03/17/10
ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4)
0.00 0.00 0.00 0.00
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Loads Data
Structure Height Summary (used for calculating wind/ice adjust with height): Structure height above ground 140.87 (m) Elevation of structure bottom for wind height adjustment: 0.00 (m) Structure height for structure gust response factor: 140.87 (m) Structure gust response factor, Gh: 0.8622 Mean wind conversion factor, m: 0.6000 Wind direction probability factor, Kd, for structures: 0.85, for appurtenances: 0.85 Structure fundamental frequency, f1: 0.2149 (Hz) Guy installation temperature: 15.56 (deg C) Tower Type: Rectangular Latticed ANSI/TIA 222-G Load Options: Structure Class 3 Exposure Category C Open terrain Topographic Category 4 (Kzt calculated based on crest height, H, of 10.00 (m)) Spectral Response SDS 0.550 Spectral Response SD1 0.480 EIA Rev. G Load Cases: Load Case Dead Load Wind Load Strength Description Factor Factor Factor
17:07:07 03/17/10
Load Case Type
Basic Wind Mean Wind Mean Wind Ice Ice Temperature Point Joint Wind Dir. Start Stop Thick. Density Loads Displ. Speed Elevation Elevation (m/s)(Deg) (m) (m) (cm) (N/m^3) (deg C) -----------------------------------------------------------------------------------------------------------------------------------------COMBO 1-1 1.2000 1.6000 1.0000 Regular 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-2 1.2000 1.6000 1.0000 Regular 33.330 45 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-3 1.2000 1.6000 1.0000 Regular 33.330 -45 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-4 1.2000 1.6000 1.0000 Regular 33.330 90 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-5 1.2000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-6 1.2000 1.6000 1.0000 Regular 33.330 180 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-1 1.2000 1.6000 1.0000 Regular 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-2 0.9000 1.6000 1.0000 Regular 33.330 45 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-3 0.9000 1.6000 1.0000 Regular 33.330 -45 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-4 0.9000 1.6000 1.0000 Regular 33.330 90 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-5 0.9000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-6 0.9000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 3-1 1.2000 1.0000 1.0000 Earthquake 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 4-1 0.9000 1.0000 1.0000 Earthquake 33.330 0 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-1 1.0000 1.0000 1.0000 Service 26.820 0 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-2 1.0000 1.0000 1.0000 Service 26.820 45 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-3 1.0000 1.0000 1.0000 Service 26.820 -45 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-4 1.0000 1.0000 1.0000 Service 26.820 90 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-5 1.0000 1.0000 1.0000 Service 26.820 -90 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-6 1.0000 1.0000 1.0000 Service 26.820 180 0.00 0.00 0.0000 0.0000 15.6
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
VIENTO1 VIENTO2 VIENTO3 VIENTO4 VIENTO5
1.0000 1.0000 1.0000 1.0000 1.0000
1.0000 1.0000 1.0000 1.0000 1.0000
1.0000 1.0000 1.0000 1.0000 1.0000
17:07:07 03/17/10
Regular Regular Regular Regular Regular
33.330 33.330 33.330 33.330 33.330
0 45 -45 -90 180
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.0000 0.0000 0.0000 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000 0.0000
Helman O. Mozo
15.6 15.6 15.6 15.6 15.6
Equipment Load Case Information for "COMBO 1-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 0.00 1.26170 7291.82 7291.82 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 0.00 1.26170 6511.95 6511.95 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 0.00 1.55080 4497.86 4497.86 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 0.00 1.26170 6604.90 6604.90 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 0.00 1.55080 4562.06 4562.06 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 0.00 1.26170 10563.47 10563.47 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 0.00 1.26170 6753.45 6753.45 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 0.00 1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 0.00 5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 0.00 6058.17 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 0.00 6116.72 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 0.00 5732.59 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA
(3) (4) (4) (4) (4) (4) (4) (4) (4)
125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
EIA Section Load Case Information for "COMBO 1-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 0.00 0 15910 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 47884 0.00 0 51933 79824 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 49347 0.00 2.00 0.00 1.20 0.00 0 49347 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 52898 0.00 2.00 0.00 1.20 0.00 0 52898 78794
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Load Case Information for "COMBO 1-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6479.24 -1693.35 563.14 6479.24 1693.35 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5786.28 -1512.25 502.91 5786.28 1512.25 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4724.52 -141.54 320.02 4724.52 141.54 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5868.87 -1533.83 510.09 5868.87 1533.83 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4791.96 -143.56 324.59 4791.96 143.56 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 315.00 1.12110 -0.29300 0.04060 9386.31 -2453.12 1019.76 9386.31 2453.12 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6000.87 -1568.33 521.56 6000.87 1568.33 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 315.00 1029.55 1029.55 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 315.00 3932.92 3932.92 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 315.00 4283.78 4283.78 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 315.00 4325.18 4325.18 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 315.00 4053.55 4053.55 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
45 46 47 48
ANT ANT ANT ANT
UHF UHF UHF UHF
5 6 7 8
ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL
UHF UHF UHF UHF
BANDA BANDA BANDA BANDA
ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4)
134.22 138.65 134.22 138.65
1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00
Helman O. Mozo
2020.96 2034.84 2020.96 2034.84
2020.96 2034.84 2020.96 2034.84
1238.40 1238.40 1238.40 1238.40
EIA Section Load Case Information for "COMBO 1-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 8492 0.00 2.00 0.00 1.20 0.00 0 8492 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8911 0.00 2.00 0.00 1.20 0.00 0 8911 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8856 0.00 2.00 0.00 1.20 0.00 0 8856 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9241 0.00 2.00 0.00 1.20 0.00 0 9241 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9180 0.00 2.00 0.00 1.20 0.00 0 9180 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8680 0.00 2.00 0.00 1.20 0.00 0 8680 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 13349 0.00 2.00 0.00 1.20 0.00 0 13349 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 9045 0.00 2.00 0.00 1.20 0.00 0 9045 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 9284 0.00 2.00 0.00 1.20 0.00 0 9284 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 11335 0.00 2.00 0.00 1.20 0.00 0 11335 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 14675 0.00 2.00 0.00 1.20 0.00 0 14675 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 16839 0.00 2.00 0.00 1.20 0.00 0 16839 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 32912 0.00 2.00 0.00 1.20 0.00 0 32912 47884 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 54497 0.00 2.00 0.00 1.20 0.00 0 54497 79824 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 51458 0.00 2.00 0.00 1.20 0.00 0 51458 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 54603 0.00 2.00 0.00 1.20 0.00 0 54603 78794 Equipment Load Case Information for "COMBO 1-3": Equipment Label
Equipment Elevation Property Above
qzGh
Ice Thick.
Total Wind Wind Incidence
222-G CA
222-G CS
222-G CM
Antenna Axial
Antenna Side
Antenna Moment
Long. Load
Trans. Load
Vert. Load
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6479.24 1693.35 -563.14 6479.24 -1693.35 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5786.28 1512.25 -502.91 5786.28 -1512.25 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4724.52 141.54 -320.02 4724.52 -141.54 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5868.87 1533.83 -510.09 5868.87 -1533.83 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4791.96 143.56 -324.59 4791.96 -143.56 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 45.00 1.12110 0.29300 -0.04060 9386.31 2453.12 -1019.76 9386.31 -2453.12 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6000.87 1568.33 -521.56 6000.87 -1568.33 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 45.00 1029.55 -1029.55 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 45.00 3932.92 -3932.92 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 45.00 4283.78 -4283.78 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 45.00 4325.18 -4325.18 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 45.00 4053.55 -4053.55 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40
Page
Job
65 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
EIA Section Load Case Information for "COMBO 1-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 8492 0.00 2.00 0.00 1.20 0.00 0 8492 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8911 0.00 2.00 0.00 1.20 0.00 0 8911 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8856 0.00 2.00 0.00 1.20 0.00 0 8856 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9241 0.00 2.00 0.00 1.20 0.00 0 9241 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9180 0.00 2.00 0.00 1.20 0.00 0 9180 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8680 0.00 2.00 0.00 1.20 0.00 0 8680 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 13349 0.00 2.00 0.00 1.20 0.00 0 13349 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 9045 0.00 2.00 0.00 1.20 0.00 0 9045 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 9284 0.00 2.00 0.00 1.20 0.00 0 9284 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 11335 0.00 2.00 0.00 1.20 0.00 0 11335 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 14675 0.00 2.00 0.00 1.20 0.00 0 14675 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 16839 0.00 2.00 0.00 1.20 0.00 0 16839 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 32912 0.00 2.00 0.00 1.20 0.00 0 32912 47884 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 54497 0.00 2.00 0.00 1.20 0.00 0 54497 79824 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 51458 0.00 2.00 0.00 1.20 0.00 0 51458 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 54603 0.00 2.00 0.00 1.20 0.00 0 54603 78794 Equipment Load Case Information for "COMBO 1-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (N) (N-m) (N) (N) (N) (m) (Pa) (cm) (m^2) (deg) (N) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -632.26 -3612.10 -1359.31 -632.26 3612.10 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1497.60
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
3 MW D1.2 2 4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D1.2 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
13.34 18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1175.98 1141.87 1141.87 1158.17 1158.17 1184.22 1184.22 1213.33 1278.62 1392.68 1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.13 4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
-0.10940 -0.10940 -0.01170 -0.10940 -0.01170 -0.10940 -0.10940
-0.62500 -0.62500 -0.34380 -0.62500 -0.34380 -0.62500 -0.62500
-0.09800 -0.09800 -0.13130 -0.09800 -0.13130 -0.09800 -0.09800
-145.51 -564.64 -33.93 -572.70 -34.42 -915.94 -585.58
-831.27 -3225.78 -997.14 -3271.82 -1011.37 -5232.76 -3345.41
EIA Section Load Case Information for "COMBO 1-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads)
-156.41 -1213.93 -685.47 -1231.25 -695.25 -2461.49 -1258.95
Helman O. Mozo
-145.51 -564.64 -33.93 -572.70 -34.42 -915.94 -585.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
831.27 3225.78 997.14 3271.82 1011.37 5232.76 3345.41 1456.00 5561.99 6058.17 6116.72 5732.59 5879.19 5985.27 5879.19 5985.27 5879.19 5985.27 5879.19 5985.27 3905.17 3944.60 3905.17 3944.60 3905.17 3944.60 1809.26 1809.26 1809.26 1809.26 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
1497.60 2942.10 2353.68 2942.10 2353.68 4800.00 2942.10 420.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 0.00 0 15910 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 47884 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 0.00 0 51933 79824 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 49347 0.00 2.00 0.00 1.20 0.00 0 49347 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 52898 0.00 2.00 0.00 1.20 0.00 0 52898 78794 Equipment Load Case Information for "COMBO 1-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 2353.68
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1184.22 1184.22 1213.33 1278.62 1392.68 1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
90.00 -0.10940 0.62500 0.09800 90.00 -0.10940 0.62500 0.09800 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
-915.94 -585.58
5232.76 3345.41
Helman O. Mozo
2461.49 -915.94 -5232.76 1258.95 -585.58 -3345.41 0.00 -1456.00 0.00 -5561.99 0.00 -6058.17 0.00 -6116.72 0.00 -5732.59 0.00 -5879.19 0.00 -5985.27 0.00 -5879.19 0.00 -5985.27 0.00 -5879.19 0.00 -5985.27 0.00 -5879.19 0.00 -5985.27 0.00 -3905.17 0.00 -3944.60 0.00 -3905.17 0.00 -3944.60 0.00 -3905.17 0.00 -3944.60 0.00 -1809.26 0.00 -1809.26 0.00 -1809.26 0.00 -1809.26 0.00 -3043.91 0.00 -3066.21 0.00 -3043.91 0.00 -3066.21 0.00 -3043.91 0.00 -3066.21 0.00 -3043.91 0.00 -3066.21 0.00 -2858.07 0.00 -2877.70 0.00 -2858.07 0.00 -2877.70 0.00 -2858.07 0.00 -2877.70 0.00 -2858.07 0.00 -2877.70
EIA Section Load Case Information for "COMBO 1-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486
4800.00 2942.10 420.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
139.76 138.65 137.54 136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
138.65 137.54 136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
139.21 138.10 136.99 135.88 134.77 133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1600.06 1597.37 1594.66 1591.94 1589.19 1586.43 1583.65 1580.85 1575.64 1569.97 1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 3.1 0.31 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.60 0.55 0.55 0.55 0.56 0.56 0.56 0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 1.0 0.5 0.5 0.5 0.6 0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
1103 1101 1099 1097 1095 1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1103 1101 1099 1097 1095 1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
1388 1388 1388 1388 1388 1388 1388 1388 4498 4504 4504 4504 4610 4610 4610 4790 11139 11145 11145 11900 11900 11145 17316 11956 12066 14688 19097 22611 47884 79824 80669 78794
Equipment Load Case Information for "COMBO 1-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 180.00 -1.01560 -5869.52 -5869.52 -0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 180.00 -1.01560 -1350.78 -1350.78 -0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 180.00 -1.01560 -1350.78 -1350.78 -0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 180.00 -1.01560 -5241.77 -5241.77 -0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 180.00 -1.05470 -3059.00 -3059.00 -0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 180.00 -1.01560 -5316.58 -5316.58 -0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 180.00 -1.05470 -3102.66 -3102.66 -0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 180.00 -1.01560 -8503.02 -8503.02 -0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 180.00 -1.01560 -5436.16 -5436.16 -0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 180.00 -1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 180.00 -5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 180.00 -6058.17 0.00 456.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-6116.72 -5732.59 -5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -3905.17 -3944.60 -3905.17 -3944.60 -3905.17 -3944.60 -1809.26 -1809.26 -1809.26 -1809.26 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
EIA Section Load Case Information for "COMBO 1-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 0.00 0 1099 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388
456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1586.43 1583.65 1580.85 1575.64 1569.97 1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 3.1 0.31 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.63 0.63 0.63 0.60 0.55 0.55 0.55 0.56 0.56 0.56 0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.3 0.3 0.3 1.0 0.5 0.5 0.5 0.6 0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
1388 1388 1388 4498 4504 4504 4504 4610 4610 4610 4790 11139 11145 11145 11900 11900 11145 17316 11956 12066 14688 19097 22611 47884 79824 80669 78794
Equipment Load Case Information for "COMBO 2-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 0.00 1.26170 7291.82 7291.82 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 0.00 1.26170 6511.95 6511.95 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 0.00 1.55080 4497.86 4497.86 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 0.00 1.26170 6604.90 6604.90 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 0.00 1.55080 4562.06 4562.06 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 0.00 1.26170 10563.47 10563.47 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 0.00 1.26170 6753.45 6753.45 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 0.00 1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 0.00 5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 0.00 6058.17 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 0.00 6116.72 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 0.00 5732.59 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5985.27 5879.19 5985.27 5879.19 5985.27 3905.17 3944.60 3905.17 3944.60 3905.17 3944.60 1809.26 1809.26 1809.26 1809.26 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
EIA Section Load Case Information for "COMBO 2-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 0.00 0 1090 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.55 0.55 0.56 0.56 0.56 0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.5 0.5 0.6 0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
4504 4504 4610 4610 4610 4790 11139 11145 11145 11900 11900 11145 17316 11956 12066 14688 19097 22611 47884 79824 80669 78794
Equipment Load Case Information for "COMBO 2-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6479.24 -1693.35 563.14 6479.24 1693.35 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5786.28 -1512.25 502.91 5786.28 1512.25 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4724.52 -141.54 320.02 4724.52 141.54 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5868.87 -1533.83 510.09 5868.87 1533.83 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4791.96 -143.56 324.59 4791.96 143.56 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 315.00 1.12110 -0.29300 0.04060 9386.31 -2453.12 1019.76 9386.31 2453.12 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6000.87 -1568.33 521.56 6000.87 1568.33 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 315.00 1029.55 1029.55 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 315.00 3932.92 3932.92 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 315.00 4283.78 4283.78 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 315.00 4325.18 4325.18 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 315.00 4053.55 4053.55 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII
2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
2761.37 2789.25 2761.37 2789.25 2761.37 2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84
Helman O. Mozo
2761.37 2789.25 2761.37 2789.25 2761.37 2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84
EIA Section Load Case Information for "COMBO 2-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 3378 0.00 0 2757 3458 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 3458
342.00 342.00 342.00 342.00 342.00 342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.28 1.20 0.00 6.1 0.28 1.20 0.00 8.8 0.19 1.14 0.00 8.8 0.19 1.14 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.20 1.20 1.14 1.14 1.15 1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.7 2.1 1.9 1.9 2.1 2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
2736 8492 8911 8856 9241 9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2736 8492 8911 8856 9241 9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
3593 8354 8359 8359 8925 8925 8359 12987 8967 9049 11016 14322 16958 35913 59868 60502 59095
Equipment Load Case Information for "COMBO 2-3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6479.24 1693.35 -563.14 6479.24 -1693.35 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5786.28 1512.25 -502.91 5786.28 -1512.25 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4724.52 141.54 -320.02 4724.52 -141.54 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5868.87 1533.83 -510.09 5868.87 -1533.83 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4791.96 143.56 -324.59 4791.96 -143.56 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 45.00 1.12110 0.29300 -0.04060 9386.31 2453.12 -1019.76 9386.31 -2453.12 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6000.87 1568.33 -521.56 6000.87 -1568.33 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 45.00 1029.55 -1029.55 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 45.00 3932.92 -3932.92 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 45.00 4283.78 -4283.78 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 45.00 4325.18 -4325.18 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 45.00 4053.55 -4053.55 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84
Helman O. Mozo
-2789.25 -1279.34 -1279.34 -1279.34 -1279.34 -2152.37 -2168.14 -2152.37 -2168.14 -2152.37 -2168.14 -2152.37 -2168.14 -2020.96 -2034.84 -2020.96 -2034.84 -2020.96 -2034.84 -2020.96 -2034.84
EIA Section Load Case Information for "COMBO 2-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 8492 0.00 2.00 0.00 1.20 0.00 0 8492 8354 0.00 0 8911 8359 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8911 0.00 2.00 0.00 1.20 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8856 0.00 2.00 0.00 1.20 0.00 0 8856 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9241 0.00 2.00 0.00 1.20 0.00 0 9241 8925
342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
Page
Job
77 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
12 104.96 101.64 11 101.64 98.32 10 98.32 93.33 9 93.33 89.59 8 89.59 85.88 7 85.88 81.33 6 81.33 75.36 5 75.36 67.95 4 67.95 55.28 3 55.28 36.32 2 36.32 18.73 1 18.73 0.00
103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0
9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
8925 8359 12987 8967 9049 11016 14322 16958 35913 59868 60502 59095
Equipment Load Case Information for "COMBO 2-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -632.26 -3612.10 -1359.31 -632.26 3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -564.64 -3225.78 -1213.93 -564.64 3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -33.93 -997.14 -685.47 -33.93 997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -572.70 -3271.82 -1231.25 -572.70 3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -34.42 -1011.37 -695.25 -34.42 1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 270.00 -0.10940 -0.62500 -0.09800 -915.94 -5232.76 -2461.49 -915.94 5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -585.58 -3345.41 -1258.95 -585.58 3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 270.00 0.00 1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 270.00 0.00 5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 270.00 0.00 6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 270.00 0.00 6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 270.00 0.00 5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA
(3) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4)
17:07:07 03/17/10
120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
EIA Section Load Case Information for "COMBO 2-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 8354 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 8359 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 8925 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 8925 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 8359 0.00 0 11614 12987 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049
1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
7 6 5 4 3 2 1
85.88 81.33 75.36 67.95 55.28 36.32 18.73
81.33 75.36 67.95 55.28 36.32 18.73 0.00
83.60 78.34 71.66 61.62 45.80 27.53 9.37
1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.47 0.47 0.47 0.47 0.48 0.49 0.48
3.35 3.45 3.56 3.59 3.63 3.68 3.75
2.2 2.8 3.2 6.5 11.3 11.5 11.2
10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0
10400 13649 15910 31190 51933 49347 52898
11016 14322 16958 35913 59868 60502 59095
Equipment Load Case Information for "COMBO 2-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -915.94 5232.76 2461.49 -915.94 -5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -585.58 3345.41 1258.95 -585.58 -3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 90.00 0.00 -1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 90.00 0.00 -5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 90.00 0.00 -6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 90.00 0.00 -6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 90.00 0.00 -5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA
(3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4)
125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-3066.21 1026.00 -3043.91 1026.00 -3066.21 1026.00 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80
EIA Section Load Case Information for "COMBO 2-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 8354 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 8359 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 8925 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 8925 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 8359 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 12987 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 11016 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 14322 0.00 0 15910 16958 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 35913 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 0.00 0 51933 59868
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
2 1
36.32 18.73
18.73 0.00
27.53 1164.01 9.37 1255.11
0.00 11.53 0.00 11.23
0.00 0.00
0.00 202.2 0.06 1.00 1.00 0.49 3.68 0.00 261.2 0.04 1.00 1.00 0.48 3.75
11.5 49347 11.2 52898
0.00 2.00 0.00 2.00
0.00 1.20 0.00 1.20
0.00 0.00
Helman O. Mozo
0 49347 0 52898
60502 59095
Equipment Load Case Information for "COMBO 2-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -915.94 5232.76 2461.49 -915.94 -5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -585.58 3345.41 1258.95 -585.58 -3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 90.00 0.00 -1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 90.00 0.00 -5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 90.00 0.00 -6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 90.00 0.00 -6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 90.00 0.00 -5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 90.00 0.00 -2858.07 928.80 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 90.00 0.00 -2877.70 928.80
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
43 44 45 46 47 48
ANT ANT ANT ANT ANT ANT
UHF UHF UHF UHF UHF UHF
3 4 5 6 7 8
ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL PANEL PANEL
UHF UHF UHF UHF UHF UHF
BANDA BANDA BANDA BANDA BANDA BANDA
ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4) (4) (4)
134.22 138.65 134.22 138.65 134.22 138.65
1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80 1.80 1.80
90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00
-2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70
EIA Section Load Case Information for "COMBO 2-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 8354 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 8359 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 8925 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 8925 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 8359 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 12987 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 11016 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 14322 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 0.00 0 15910 16958 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 35913 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 0.00 0 51933 59868 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 49347 0.00 2.00 0.00 1.20 0.00 0 49347 60502 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 52898 0.00 2.00 0.00 1.20 0.00 0 52898 59095 Equipment Load Case Information for "COMBO 3-1":
928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Equipment Label
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 0.00 1.26170 4557.39 4557.39 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 0.00 1.26170 4069.97 4069.97 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 0.00 1.55080 2811.16 2811.16 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 0.00 1.26170 4128.06 4128.06 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 0.00 1.55080 2851.29 2851.29 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 0.00 1.26170 6602.17 6602.17 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 0.00 1.26170 4220.91 4220.91 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 0.00 910.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 0.00 3476.25 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 0.00 3786.36 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 0.00 3822.95 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 0.00 3582.87 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
48 ANT UHF 8
ANTENA PANEL UHF BANDA ANCHA (4)
138.65 999.20
0.00
1.80
0.00
1798.56
Helman O. Mozo
0.00 1238.40
EIA Section Load Case Information for "COMBO 3-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1486 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1388 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1388 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1388 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1388 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1388 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1388 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1388 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1388 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 4498 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 4504 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 4504 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 4504 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 4610 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 4610 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 4610 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 4790 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 11139 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 11145 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 11145 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 11900 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 11900 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 11145 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 17316 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 11956 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 12066 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 14688 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 19097 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 22611 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 47884 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 79824 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 80669 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 78794 Equipment Load Case Information for "COMBO 4-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load MM Set Ground Area Angle Load FAM Load FSM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
1 MW D2.44 1 2 MW D1.2 1 3 MW D1.2 2 4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.2 ANT. MICROONDAS D1.2 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
8.59 13.34 13.34 18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
799.14 734.99 734.99 713.67 713.67 723.86 723.86 740.14 740.14 758.33 799.14 870.43 878.84 823.65 844.71 859.95 844.71 859.95 844.71 859.95 844.71 859.95 898.65 907.72 898.65 907.72 898.65 907.72 942.32 942.32 942.32 942.32 970.63 977.74 970.63 977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 1.13 1.13 4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.26170 1.26170 1.26170 1.26170 1.55080 1.26170 1.55080 1.26170 1.26170
4557.39 1048.82 1048.82 4069.97 2811.16 4128.06 2851.29 6602.17 4220.91
EIA Section Load Case Information for "COMBO 4-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh),
4557.39 1048.82 1048.82 4069.97 2811.16 4128.06 2851.29 6602.17 4220.91 910.00 3476.25 3786.36 3822.95 3582.87 3674.50 3740.80 3674.50 3740.80 3674.50 3740.80 3674.50 3740.80 2440.73 2465.37 2440.73 2465.37 2440.73 2465.37 1130.79 1130.79 1130.79 1130.79 1902.44 1916.38 1902.44 1916.38 1902.44 1916.38 1902.44 1916.38 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2206.58 1123.20 1123.20 2206.58 1765.26 2206.58 1765.26 3600.00 2206.58 315.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1115 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1041 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1041 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1041 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1041 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1041 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1041 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1041 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1041 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3373 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3378 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3378 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3378 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3458 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3458 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3458 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3593 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 8354 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 8359 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 8359 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 8925 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 8925 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 8359 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 12987 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 8967 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 9049 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 11016 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 14322 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 16958 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 35913 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 59868 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 60502 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 59095 Equipment Load Case Information for "SERVICIO 1-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------2566.05 0.00 2451.75 1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 0.00 1.26170 2566.05 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 0.00 1.26170 590.54 590.54 0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 0.00 1.26170 590.54 590.54 0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 0.00 1.26170 2291.61 2291.61 0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 0.00 1.55080 1582.83 1582.83 0.00 1961.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
407.57 407.57 416.74 416.74 426.98 449.96 490.10 494.83 463.76 475.62 484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.26170 1.55080 1.26170 1.26170
2324.32 1605.43 3717.37 2376.59
2324.32 1605.43 3717.37 2376.59 512.38 1957.31 2131.92 2152.52 2017.34 2068.93 2106.26 2068.93 2106.26 2068.93 2106.26 2068.93 2106.26 1374.26 1388.14 1374.26 1388.14 1374.26 1388.14 636.69 636.69 636.69 636.69 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2451.75 1961.40 4000.00 2451.75 350.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "SERVICIO 1-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. Top Bottom Above Gnd. (m) (m) (m)
qzGh (Pa)
Ice Face Face Face Face Face Face Face Face Face Thick. AF AR RR*AR AG e DF DR RR CF (cm) (m^2) (m^2) (m^2) (m^2)
Face AE (m^2)
Face WF (N)
NotF NotF AAF CAF (m^2)
NotF NotF NotF AAR CAR AAR*CAR (m^2) (m^2)
NotF Total Total WA Wind Weight (N) (N) (N)
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 19 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 18 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 17 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 0.00 0 802 3992 16 117.97 114.92 116.44 542.30 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.57 2.65 1.7 2490 0.00 2.00 0.00 1.20 0.00 0 2490 9283 15 114.92 111.60 113.26 539.15 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2742 0.00 2.00 0.00 1.20 0.00 0 2742 9287 14 111.60 108.28 109.94 535.78 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2725 0.00 2.00 0.00 1.20 0.00 0 2725 9287 13 108.28 104.96 106.62 532.33 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2822 0.00 2.00 0.00 1.20 0.00 0 2822 9916 12 104.96 101.64 103.30 528.80 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2803 0.00 2.00 0.00 1.20 0.00 0 2803 9916 11 101.64 98.32 99.98 525.18 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2671 0.00 2.00 0.00 1.20 0.00 0 2671 9287 10 98.32 93.33 95.83 520.51 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.55 2.98 2.6 4087 0.00 2.00 0.00 1.20 0.00 0 4087 14430 9 93.33 89.59 91.47 515.43 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.54 3.15 1.7 2840 0.00 2.00 0.00 1.20 0.00 0 2840 9964 8 89.59 85.88 87.73 510.93 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.54 3.25 1.8 2955 0.00 2.00 0.00 1.20 0.00 0 2955 10055 7 85.88 81.33 83.60 505.76 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.54 3.35 2.2 3660 0.00 2.00 0.00 1.20 0.00 0 3660 12240 6 81.33 75.36 78.34 498.89 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.54 3.45 2.8 4803 0.00 2.00 0.00 1.20 0.00 0 4803 15914 5 75.36 67.95 71.66 489.62 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.54 3.56 3.2 5599 0.00 2.00 0.00 1.20 0.00 0 5599 18843 4 67.95 55.28 61.62 474.37 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.54 3.59 6.5 10976 0.00 2.00 0.00 1.20 0.00 0 10976 39903 3 55.28 36.32 45.80 446.25 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.55 3.63 11.3 18276 0.00 2.00 0.00 1.20 0.00 0 18276 66520 2 36.32 18.73 27.53 409.63 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.56 3.68 11.5 17366 0.00 2.00 0.00 1.20 0.00 0 17366 67224 1 18.73 0.00 9.37 441.68 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.55 3.75 11.2 18615 0.00 2.00 0.00 1.20 0.00 0 18615 65662 Equipment Load Case Information for "SERVICIO 1-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2280.10 -595.90 198.17 2280.10 595.90 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 315.00 1.12110 -0.29300 0.04060 524.73 -137.14 22.80 524.73 137.14 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 315.00 1.12110 -0.29300 0.04060 524.73 -137.14 22.80 524.73 137.14 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2036.24 -532.17 176.98 2036.24 532.17 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 315.00 1.62895 -0.04880 0.06130 1662.60 -49.81 112.62 1662.60 49.81 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2065.30 -539.77 179.50 2065.30 539.77 2451.75 -50.52 114.23 1686.33 50.52 1961.40 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 315.00 1.62895 -0.04880 0.06130 1686.33 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 315.00 1.12110 -0.29300 0.04060 3303.12 -863.27 358.86 3303.12 863.27 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2111.75 -551.91 183.54 2111.75 551.91 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 315.00 362.31 362.31 350.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
449.96 490.10 494.83 463.76 475.62 484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
1384.03 1507.49 1522.06 1426.48 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08
Helman O. Mozo
1384.03 1507.49 1522.06 1426.48 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08
EIA Section Load Case Information for "SERVICIO 1-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 495 0.00 2.00 0.00 1.20 0.00 0 495 1239 0.00 0 466 1157 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 466 0.00 2.00 0.00 1.20 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 465 0.00 2.00 0.00 1.20 0.00 0 465 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 464 0.00 2.00 0.00 1.20 0.00 0 464 1157
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
135.88 134.77 133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
560.22 559.25 558.28 557.30 556.31 554.48 552.48 551.18 549.86 548.53 547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 3.1 0.31 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 6.1 0.28 1.20 0.00 8.8 0.19 1.14 0.00 8.8 0.19 1.14 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.14 1.14 1.15 1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.63 0.63 0.63 0.63 0.63 0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.57 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
2.33 2.33 2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.4 0.4 0.4 0.4 0.4 1.2 0.6 0.6 0.6 0.7 0.7 0.7 0.7 2.1 1.9 1.9 2.1 2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
463 463 462 461 460 1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
463 463 462 461 460 1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
1157 1157 1157 1157 1157 3748 3754 3754 3754 3842 3842 3842 3992 9283 9287 9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2280.10 595.90 -198.17 2280.10 -595.90 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 45.00 1.12110 0.29300 -0.04060 524.73 137.14 -22.80 524.73 -137.14 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 45.00 1.12110 0.29300 -0.04060 524.73 137.14 -22.80 524.73 -137.14 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2036.24 532.17 -176.98 2036.24 -532.17 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 45.00 1.62895 0.04880 -0.06130 1662.60 49.81 -112.62 1662.60 -49.81 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2065.30 539.77 -179.50 2065.30 -539.77 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 45.00 1.62895 0.04880 -0.06130 1686.33 50.52 -114.23 1686.33 -50.52 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 45.00 1.12110 0.29300 -0.04060 3303.12 863.27 -358.86 3303.12 -863.27 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2111.75 551.91 -183.54 2111.75 -551.91 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 45.00 362.31 -362.31 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 45.00 1384.03 -1384.03 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 45.00 1507.49 -1507.49 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 45.00 1522.06 -1522.06 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 45.00 1426.48 -1426.48 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 45.00 1462.96 -1462.96 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08
Helman O. Mozo
-1489.35 -1462.96 -1489.35 -1462.96 -1489.35 -1462.96 -1489.35 -971.75 -981.56 -971.75 -981.56 -971.75 -981.56 -450.21 -450.21 -450.21 -450.21 -757.43 -762.98 -757.43 -762.98 -757.43 -762.98 -757.43 -762.98 -711.19 -716.08 -711.19 -716.08 -711.19 -716.08 -711.19 -716.08
EIA Section Load Case Information for "SERVICIO 1-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 495 0.00 2.00 0.00 1.20 0.00 0 495 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 466 0.00 2.00 0.00 1.20 0.00 0 466 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 465 0.00 2.00 0.00 1.20 0.00 0 465 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 464 0.00 2.00 0.00 1.20 0.00 0 464 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 463 0.00 2.00 0.00 1.20 0.00 0 463 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 463 0.00 2.00 0.00 1.20 0.00 0 463 1157 0.00 0 462 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 462 0.00 2.00 0.00 1.20 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 461 0.00 2.00 0.00 1.20 0.00 0 461 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 460 0.00 2.00 0.00 1.20 0.00 0 460 1157
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
554.48 552.48 551.18 549.86 548.53 547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 3.1 0.31 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 6.1 0.28 1.20 0.00 8.8 0.19 1.14 0.00 8.8 0.19 1.14 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.14 1.14 1.15 1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.57 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
1.2 0.6 0.6 0.6 0.7 0.7 0.7 0.7 2.1 1.9 1.9 2.1 2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
3748 3754 3754 3754 3842 3842 3842 3992 9283 9287 9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -222.50 -1271.13 -478.35 -222.50 1271.13 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -51.20 -292.53 -55.04 -51.20 292.53 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -51.20 -292.53 -55.04 -51.20 292.53 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -198.70 -1135.18 -427.19 -198.70 1135.18 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -11.94 -350.90 -241.22 -11.94 350.90 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -201.54 -1151.38 -433.29 -201.54 1151.38 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -12.11 -355.91 -244.66 -12.11 355.91 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 270.00 -0.10940 -0.62500 -0.09800 -322.33 -1841.45 -866.22 -322.33 1841.45 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -206.07 -1177.28 -443.03 -206.07 1177.28 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 270.00 0.00 512.38 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 270.00 0.00 1957.31 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 270.00 0.00 2131.92 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 270.00 0.00 2152.52 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 270.00 0.00 2017.34 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2068.93 2106.26 1374.26 1388.14 1374.26 1388.14 1374.26 1388.14 636.69 636.69 636.69 636.69 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68
EIA Section Load Case Information for "SERVICIO 1-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 0.00 0 789 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.59 0.59 0.59 0.57 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
806 804 802 2490 2742 2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
806 804 802 2490 2742 2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
3842 3842 3992 9283 9287 9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -222.50 1271.13 478.35 -222.50 -1271.13 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -51.20 292.53 55.04 -51.20 -292.53 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -51.20 292.53 55.04 -51.20 -292.53 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -198.70 1135.18 427.19 -198.70 -1135.18 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -11.94 350.90 241.22 -11.94 -350.90 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -201.54 1151.38 433.29 -201.54 -1151.38 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -12.11 355.91 244.66 -12.11 -355.91 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -322.33 1841.45 866.22 -322.33 -1841.45 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -206.07 1177.28 443.03 -206.07 -1177.28 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 90.00 0.00 -512.38 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 90.00 0.00 -1957.31 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 90.00 0.00 -2131.92 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 90.00 0.00 -2152.52 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 90.00 0.00 -2017.34 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 90.00 0.00 -1374.26 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 90.00 0.00 -1388.14 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 90.00 0.00 -1374.26 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-1388.14 -1374.26 -1388.14 -636.69 -636.69 -636.69 -636.69 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68
EIA Section Load Case Information for "SERVICIO 1-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 19 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 18 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 0.00 0 802 3992 17 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 16 117.97 114.92 116.44 542.30 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.57 2.65 1.7 2490 0.00 2.00 0.00 1.20 0.00 0 2490 9283 15 114.92 111.60 113.26 539.15 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2742 0.00 2.00 0.00 1.20 0.00 0 2742 9287
380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
Page
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96 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
14 13 12 11 10 9 8 7 6 5 4 3 2 1
111.60 108.28 108.28 104.96 104.96 101.64 101.64 98.32 98.32 93.33 93.33 89.59 89.59 85.88 85.88 81.33 81.33 75.36 75.36 67.95 67.95 55.28 55.28 36.32 36.32 18.73 18.73 0.00
109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 180.00 -1.01560 -2065.53 -2065.53 -0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 180.00 -1.01560 -475.35 -475.35 -0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 180.00 -1.01560 -475.35 -475.35 -0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 180.00 -1.01560 -1844.62 -1844.62 -0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 180.00 -1.05470 -1076.49 -1076.49 -0.00 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 180.00 -1.01560 -1870.95 -1870.95 -0.00 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 180.00 -1.05470 -1091.85 -1091.85 -0.00 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 180.00 -1.01560 -2992.28 -2992.28 -0.00 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 180.00 -1.01560 -1913.03 -1913.03 -0.00 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 180.00 -512.38 0.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 180.00 -1957.31 0.00 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 180.00 -2131.92 0.00 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 180.00 -2152.52 0.00 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 180.00 -2017.34 0.00 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 530.58 0.00 1.20 180.00 -636.69 0.00 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 530.58 0.00 1.20 180.00 -636.69 0.00 1320.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-636.69 -636.69 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
EIA Section Load Case Information for "SERVICIO 1-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 19 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 18 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 17 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 0.00 0 802 3992 16 117.97 114.92 116.44 542.30 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.57 2.65 1.7 2490 0.00 2.00 0.00 1.20 0.00 0 2490 9283 15 114.92 111.60 113.26 539.15 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2742 0.00 2.00 0.00 1.20 0.00 0 2742 9287 14 111.60 108.28 109.94 535.78 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2725 0.00 2.00 0.00 1.20 0.00 0 2725 9287 13 108.28 104.96 106.62 532.33 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2822 0.00 2.00 0.00 1.20 0.00 0 2822 9916 0.00 0 2803 9916 12 104.96 101.64 103.30 528.80 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2803 0.00 2.00 0.00 1.20 11 101.64 98.32 99.98 525.18 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2671 0.00 2.00 0.00 1.20 0.00 0 2671 9287 10 98.32 93.33 95.83 520.51 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.55 2.98 2.6 4087 0.00 2.00 0.00 1.20 0.00 0 4087 14430
1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
Page
Job
98 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
9 8 7 6 5 4 3 2 1
93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
2840 2955 3660 4803 5599 10976 18276 17366 18615
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0
Helman O. Mozo
2840 2955 3660 4803 5599 10976 18276 17366 18615
9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "VIENTO1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 0.00 1.26170 4557.39 4557.39 0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 0.00 1.26170 4069.97 4069.97 0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 0.00 1.55080 2811.16 2811.16 0.00 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 0.00 1.26170 4128.06 4128.06 0.00 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 0.00 1.55080 2851.29 2851.29 0.00 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 0.00 1.26170 6602.17 6602.17 0.00 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 0.00 1.26170 4220.91 4220.91 0.00 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 0.00 910.00 0.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 0.00 3476.25 0.00 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 0.00 3786.36 0.00 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 0.00 3822.95 0.00 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 0.00 3582.87 0.00 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1140.00
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99 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA
(3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4)
125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1916.38 1902.44 1916.38 1902.44 1916.38 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "VIENTO1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 0.00 0 6500 12240 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 18843
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
4 3 2 1
67.95 55.28 36.32 18.73
55.28 36.32 18.73 0.00
61.62 45.80 27.53 9.37
842.49 792.56 727.51 784.44
0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00
0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00
0.47 0.48 0.49 0.48
3.59 3.63 3.68 3.75
6.5 11.3 11.5 11.2
19494 32458 30842 33061
0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0
19494 32458 30842 33061
39903 66520 67224 65662
Equipment Load Case Information for "VIENTO2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 315.00 1.12110 -0.29300 0.04060 4049.52 -1058.34 351.96 4049.52 1058.34 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 315.00 1.12110 -0.29300 0.04060 931.94 -243.56 40.50 931.94 243.56 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 315.00 1.12110 -0.29300 0.04060 931.94 -243.56 40.50 931.94 243.56 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3616.42 -945.15 314.32 3616.42 945.15 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 315.00 1.62895 -0.04880 0.06130 2952.83 -88.46 200.02 2952.83 88.46 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3668.04 -958.64 318.81 3668.04 958.64 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 315.00 1.62895 -0.04880 0.06130 2994.97 -89.72 202.87 2994.97 89.72 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 315.00 1.12110 -0.29300 0.04060 5866.44 -1533.20 637.35 5866.44 1533.20 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3750.54 -980.21 325.98 3750.54 980.21 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 315.00 643.47 643.47 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 315.00 2458.08 2458.08 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 315.00 2677.36 2677.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 315.00 2703.24 2703.24 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 315.00 2533.47 2533.47 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
41 42 43 44 45 46 47 48
ANT ANT ANT ANT ANT ANT ANT ANT
UHF UHF UHF UHF UHF UHF UHF UHF
1 2 3 4 5 6 7 8
ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL
UHF UHF UHF UHF UHF UHF UHF UHF
BANDA BANDA BANDA BANDA BANDA BANDA BANDA BANDA
ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4) (4) (4) (4) (4)
134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 1263.10 1271.77
Helman O. Mozo
1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 1263.10 1271.77
1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "VIENTO2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 880 0.00 2.00 0.00 1.20 0.00 0 880 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 827 0.00 2.00 0.00 1.20 0.00 0 827 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 826 0.00 2.00 0.00 1.20 0.00 0 826 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 824 0.00 2.00 0.00 1.20 0.00 0 824 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 823 0.00 2.00 0.00 1.20 0.00 0 823 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 822 0.00 2.00 0.00 1.20 0.00 0 822 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 820 0.00 2.00 0.00 1.20 0.00 0 820 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 819 0.00 2.00 0.00 1.20 0.00 0 819 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 817 0.00 2.00 0.00 1.20 0.00 0 817 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 2920 0.00 2.00 0.00 1.20 0.00 0 2920 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1686 0.00 2.00 0.00 1.20 0.00 0 1686 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1682 0.00 2.00 0.00 1.20 0.00 0 1682 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1678 0.00 2.00 0.00 1.20 0.00 0 1678 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1723 0.00 2.00 0.00 1.20 0.00 0 1723 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1719 0.00 2.00 0.00 1.20 0.00 0 1719 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1714 0.00 2.00 0.00 1.20 0.00 0 1714 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1710 0.00 2.00 0.00 1.20 0.00 0 1710 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 5307 0.00 2.00 0.00 1.20 0.00 0 5307 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5569 0.00 2.00 0.00 1.20 0.00 0 5569 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5535 0.00 2.00 0.00 1.20 0.00 0 5535 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5776 0.00 2.00 0.00 1.20 0.00 0 5776 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5737 0.00 2.00 0.00 1.20 0.00 0 5737 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5425 0.00 2.00 0.00 1.20 0.00 0 5425 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 8343 0.00 2.00 0.00 1.20 0.00 0 8343 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 5653 0.00 2.00 0.00 1.20 0.00 0 5653 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 5802 0.00 2.00 0.00 1.20 0.00 0 5802 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 7085 0.00 2.00 0.00 1.20 0.00 0 7085 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 9172 0.00 2.00 0.00 1.20 0.00 0 9172 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 10524 0.00 2.00 0.00 1.20 0.00 0 10524 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 20570 0.00 2.00 0.00 1.20 0.00 0 20570 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 34061 0.00 2.00 0.00 1.20 0.00 0 34061 66520 0.00 0 32161 67224 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 32161 0.00 2.00 0.00 1.20 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 34127 0.00 2.00 0.00 1.20 0.00 0 34127 65662
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Load Case Information for "VIENTO3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 45.00 1.12110 0.29300 -0.04060 4049.52 1058.34 -351.96 4049.52 -1058.34 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 45.00 1.12110 0.29300 -0.04060 931.94 243.56 -40.50 931.94 -243.56 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 45.00 1.12110 0.29300 -0.04060 931.94 243.56 -40.50 931.94 -243.56 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3616.42 945.15 -314.32 3616.42 -945.15 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 45.00 1.62895 0.04880 -0.06130 2952.83 88.46 -200.02 2952.83 -88.46 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3668.04 958.64 -318.81 3668.04 -958.64 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 45.00 1.62895 0.04880 -0.06130 2994.97 89.72 -202.87 2994.97 -89.72 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 45.00 1.12110 0.29300 -0.04060 5866.44 1533.20 -637.35 5866.44 -1533.20 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3750.54 980.21 -325.98 3750.54 -980.21 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 45.00 643.47 -643.47 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 45.00 2458.08 -2458.08 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 45.00 2677.36 -2677.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 45.00 2703.24 -2703.24 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 45.00 2533.47 -2533.47 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00 1271.77 -1271.77 1032.00 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 45.00 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 45.00 1271.77 -1271.77 1032.00 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
138.65 999.20 134.22 992.38 138.65 999.20
0.00 0.00 0.00
1.80 1.80 1.80
45.00 45.00 45.00
Helman O. Mozo
1271.77 -1271.77 1032.00 1263.10 -1263.10 1032.00 1271.77 -1271.77 1032.00
EIA Section Load Case Information for "VIENTO3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 880 0.00 2.00 0.00 1.20 0.00 0 880 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 827 0.00 2.00 0.00 1.20 0.00 0 827 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 826 0.00 2.00 0.00 1.20 0.00 0 826 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 824 0.00 2.00 0.00 1.20 0.00 0 824 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 823 0.00 2.00 0.00 1.20 0.00 0 823 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 822 0.00 2.00 0.00 1.20 0.00 0 822 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 820 0.00 2.00 0.00 1.20 0.00 0 820 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 819 0.00 2.00 0.00 1.20 0.00 0 819 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 817 0.00 2.00 0.00 1.20 0.00 0 817 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 2920 0.00 2.00 0.00 1.20 0.00 0 2920 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1686 0.00 2.00 0.00 1.20 0.00 0 1686 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1682 0.00 2.00 0.00 1.20 0.00 0 1682 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1678 0.00 2.00 0.00 1.20 0.00 0 1678 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1723 0.00 2.00 0.00 1.20 0.00 0 1723 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1719 0.00 2.00 0.00 1.20 0.00 0 1719 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1714 0.00 2.00 0.00 1.20 0.00 0 1714 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1710 0.00 2.00 0.00 1.20 0.00 0 1710 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 5307 0.00 2.00 0.00 1.20 0.00 0 5307 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5569 0.00 2.00 0.00 1.20 0.00 0 5569 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5535 0.00 2.00 0.00 1.20 0.00 0 5535 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5776 0.00 2.00 0.00 1.20 0.00 0 5776 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5737 0.00 2.00 0.00 1.20 0.00 0 5737 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5425 0.00 2.00 0.00 1.20 0.00 0 5425 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 8343 0.00 2.00 0.00 1.20 0.00 0 8343 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 5653 0.00 2.00 0.00 1.20 0.00 0 5653 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 5802 0.00 2.00 0.00 1.20 0.00 0 5802 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 7085 0.00 2.00 0.00 1.20 0.00 0 7085 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 9172 0.00 2.00 0.00 1.20 0.00 0 9172 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 10524 0.00 2.00 0.00 1.20 0.00 0 10524 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 20570 0.00 2.00 0.00 1.20 0.00 0 20570 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 34061 0.00 2.00 0.00 1.20 0.00 0 34061 66520 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 32161 0.00 2.00 0.00 1.20 0.00 0 32161 67224 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 34127 0.00 2.00 0.00 1.20 0.00 0 34127 65662 Equipment Load Case Information for "VIENTO4": Equipment Label
Equipment Elevation Property Above Set Ground
qzGh
Ice Thick.
Total Wind Wind Incidence Area Angle
222-G CA
222-G CS
222-G CM
Antenna Antenna Axial Side Load FAM Load FSM
Antenna Moment MM
Long. Load
Trans. Load
Vert. Load
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
(m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -395.16 2257.56 849.57 -395.16 -2257.56 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -90.94 519.55 97.76 -90.94 -519.55 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -90.94 519.55 97.76 -90.94 -519.55 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -352.90 2016.11 758.70 -352.90 -2016.11 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -21.21 623.21 428.42 -21.21 -623.21 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -357.94 2044.89 769.53 -357.94 -2044.89 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -21.51 632.11 434.53 -21.51 -632.11 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -572.46 3270.47 1538.43 -572.46 -3270.47 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -365.99 2090.88 786.84 -365.99 -2090.88 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 90.00 0.00 -910.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 90.00 0.00 -3476.25 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 90.00 0.00 -3786.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 90.00 0.00 -3822.95 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 90.00 0.00 -3582.87 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 0.00 -1798.56 1032.00 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 EIA Section Load Case Information for "VIENTO4":
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 66520 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 67224 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 65662 Equipment Load Case Information for "VIENTO5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 180.00 -1.01560 -3668.45 -3668.45 -0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 180.00 -1.01560 -844.24 -844.24 -0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 180.00 -1.01560 -844.24 -844.24 -0.00 1248.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
713.67 713.67 723.86 723.86 740.14 740.14 758.33 799.14 870.43 878.84 823.65 844.71 859.95 844.71 859.95 844.71 859.95 844.71 859.95 898.65 907.72 898.65 907.72 898.65 907.72 942.32 942.32 942.32 942.32 970.63 977.74 970.63 977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-1.01560 -1.05470 -1.01560 -1.05470 -1.01560 -1.01560
-3276.10 -1911.87 -3322.87 -1939.16 -5314.39 -3397.60
-3276.10 -1911.87 -3322.87 -1939.16 -5314.39 -3397.60 -910.00 -3476.25 -3786.36 -3822.95 -3582.87 -3674.50 -3740.80 -3674.50 -3740.80 -3674.50 -3740.80 -3674.50 -3740.80 -2440.73 -2465.37 -2440.73 -2465.37 -2440.73 -2465.37 -1130.79 -1130.79 -1130.79 -1130.79 -1902.44 -1916.38 -1902.44 -1916.38 -1902.44 -1916.38 -1902.44 -1916.38 -1786.29 -1798.56 -1786.29 -1798.56 -1786.29 -1798.56 -1786.29 -1798.56
Helman O. Mozo
-0.00 -0.00 -0.00 -0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2451.75 1961.40 2451.75 1961.40 4000.00 2451.75 350.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "VIENTO5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section
Z of
Z of Ave. Elev.
qzGh
Ice
Face
Face
Face
Face Face Face Face Face Face
Face
Face
NotF NotF
NotF NotF
NotF
NotF Total
Total
Page
Job
107 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Label Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 66520 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 67224 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 65662
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results:
Angle Forces For All Load Cases: Positive for tension - negative for compression Max. Usage Max. Tens. Max. Comp. LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 LC 7 LC 8 For All LC For All LC For All LC % (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) -----------------------------------------------------------------------------------------------------------------------H18 D1P 32.61 58.885 -39.502 58.885 49.681 43.683 13.163 5.936 -39.502 58.885 47.274 D2 D2P 155.25 85.650 -94.182 85.650 67.274 60.188 -3.440 -14.074 -94.182 85.650 68.925 D3 D3P 217.47 76.204 -81.151 76.204 59.527 54.745 -2.948 -10.270 -81.151 76.204 60.684 D5 D4P 99.64 63.278 -67.966 63.278 48.036 46.602 -5.145 -7.243 -67.966 63.278 49.125 D6 D5P 57.59 53.922 -57.441 53.922 39.654 39.842 -4.449 -4.371 -57.441 53.922 40.438 R6 D6P 15.27 6.175 -8.037 -8.037 -7.089 -6.860 0.096 0.383 6.175 -8.037 -7.011 R3 D7P 117.79 22.889 -20.596 22.889 18.963 15.996 2.427 -1.900 -20.596 22.889 18.791 D4 D8P 158.53 34.766 -48.190 -48.190 -35.659 -41.349 0.357 -8.227 34.766 -48.190 -34.363 R6 D9P 45.35 13.079 -7.591 13.079 12.009 10.429 2.561 0.444 -7.591 13.079 11.487 D7 D10P 60.10 18.407 -24.528 -24.528 -18.390 -17.938 -3.170 -2.470 18.407 -24.528 -17.669 R9 D11P 1.91 1.671 -1.954 -1.954 -1.442 -1.567 -0.058 -0.233 1.671 -1.954 -1.406 D7 D12P 70.95 36.870 -45.144 36.870 22.102 24.912 -6.064 -1.909 -45.144 36.870 23.108 D9 D13P 62.83 27.898 -33.801 27.898 15.116 19.598 -6.003 0.366 -33.801 27.898 15.829 D10 D14P 24.02 8.988 -12.838 -12.838 -11.305 -5.749 -6.115 2.060 8.988 -12.838 -10.826 D10 D15P 149.40 10.137 -15.085 -11.948 -9.065 -13.017 2.045 -3.589 10.137 -11.948 -8.855 D10 D16P 156.14 15.423 -15.765 13.264 13.242 9.433 1.185 -3.944 -15.765 13.264 13.567 D13 D17P 383.90 51.667 -51.050 -51.050 -38.263 -39.238 1.151 -0.281 51.667 -51.050 -38.352 D13 D18P 305.25 40.585 -40.591 40.585 31.797 31.089 0.246 -0.511 -40.591 40.585 31.813 D14 D19P 171.90 66.849 -68.451 -68.451 -53.469 -50.752 -2.343 1.045 66.849 -68.451 -53.286 D14 D20P 162.44 62.536 -64.683 62.536 46.031 48.724 -3.065 0.621 -64.683 62.536 46.314 D15 D21P 125.82 80.170 -79.092 80.170 63.107 58.846 2.958 -2.213 -79.092 80.170 62.991 D15 D22P 122.82 78.866 -77.212 -77.212 -56.113 -60.854 4.159 -2.177 78.866 -77.212 -56.337 D16 D23P 453.79 100.151 -102.071 -102.071 -81.983 -72.837 -6.701 5.159 100.151 -102.071 -81.763 D16 D24P 421.30 92.307 -94.764 92.307 65.228 74.500 -7.349 4.518 -94.764 92.307 65.556 D18 D25P 490.91 124.422 -125.223 -125.223 -82.959 -107.299 17.010 -17.345 124.422 -125.223 -82.885 D18 D26P 509.10 128.456 -129.863 128.456 109.391 84.800 14.691 -16.568 -129.863 128.456 109.590 R9 D27P 59.08 12.664 -9.174 12.664 10.312 8.856 2.724 0.808 -9.174 12.664 9.872 D2 D28P 171.01 81.176 -103.741 -103.741 -78.088 -84.956 -1.223 -11.292 81.176 -103.741 -75.946 D3 D29P 241.11 72.083 -89.972 -89.972 -68.302 -72.950 -0.837 -7.795 72.083 -89.972 -66.691 D5 D30P 102.46 54.882 -69.889 -69.889 -53.602 -54.873 -3.629 -5.217 54.882 -69.889 -52.144 D6 D31P 64.73 52.339 -64.564 -64.564 -50.100 -49.815 -3.273 -2.738 52.339 -64.564 -48.993 R6 D32P 2.66 1.116 -1.401 1.116 0.693 0.857 -0.237 -0.002 -1.401 1.116 0.725 R3 D33P 128.45 22.011 -22.458 -22.458 -15.561 -18.420 2.795 -1.269 22.011 -22.458 -15.638 D4 D34P 137.09 35.461 -41.674 35.461 28.973 23.266 -0.914 -9.631 -41.674 35.461 30.024 R6 D35P 13.97 6.022 -2.338 -2.201 -0.354 -1.864 2.913 0.851 6.022 -2.201 -0.828 D7 D36P 51.03 15.003 -20.825 15.003 8.993 9.397 -2.780 -2.353 -20.825 15.003 9.665 R9 D37P 1.92 1.671 -1.958 1.671 1.289 1.159 -0.063 -0.225 -1.958 1.671 1.325 D7 D38P 158.27 34.939 -43.871 -43.871 -32.465 -29.436 -7.046 -2.251 34.939 -43.871 -31.342 D9 D39P 60.66 26.120 -32.632 -32.632 -24.831 -20.155 -6.913 0.064 26.120 -32.632 -24.010
17:07:07 03/17/10
Group Angle Label Label
NG NG
NG NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG
Helman O. Mozo
Page
Job
109 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27
D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P
26.95 58.23 50.89 64.80 10.35 16.03 82.32 170.44 460.75 130.52 204.52 142.48 138.36 121.18 111.58 397.01 144.66 184.08 142.73 138.44 121.23 112.06 56.70 30.95 35.45 59.37 86.24 9.68 17.43 9.83 7.98 6.90 5.60 37.55 45.37 38.26 36.31 52.66 43.67 36.95 51.80 13.36 5.89 6.48 12.29 8.53 5.43 2.18 0.13 25.24 26.20 25.14
10.888 12.469 5.530 8.260 7.660 16.344 4.565 37.112 59.163 67.166 43.319 50.391 39.630 39.109 33.930 78.964 67.146 52.690 50.455 39.678 39.129 34.192 36.154 37.219 40.375 37.938 37.727 2.611 5.826 2.855 2.630 1.361 1.669 42.387 51.260 43.335 41.183 36.169 30.073 25.610 12.022 6.242 5.019 7.415 9.016 10.679 4.060 1.990 0.111 19.821 20.495 19.731
-14.405 -9.041 -5.179 -6.594 -7.780 -12.047 -8.377 -22.613 -145.808 -41.457 -64.962 -45.255 -43.948 -38.489 -35.442 -125.636 -45.947 -58.469 -45.336 -43.973 -38.505 -35.594 -35.105 -36.821 -42.171 -36.755 -42.191 -2.505 -4.511 -2.546 -2.065 -1.786 -1.449 -43.073 -52.049 -43.883 -41.647 -36.578 -30.330 -25.666 -13.408 -9.044 -5.200 -6.295 -12.898 -8.952 -5.273 -1.922 -0.090 -20.038 -20.805 -19.958
17:07:07 03/17/10
10.888 -9.041 -0.281 0.943 -0.063 2.437 -2.148 8.297 -89.023 66.825 -58.329 50.391 -43.948 39.109 -35.442 10.994 -41.800 43.477 -45.336 39.678 -38.505 34.192 -35.105 34.763 -42.171 37.938 -13.969 2.611 3.042 -0.058 1.209 -1.159 0.651 42.387 -52.049 43.335 -41.647 36.169 -30.330 25.610 -6.033 -6.808 -5.200 6.553 -9.721 5.858 -3.805 1.786 0.096 19.821 -20.805 19.731
3.378 8.829 -5.298 -6.724 -3.557 3.229 -4.653 6.543 -5.910 5.780 -8.317 13.202 -6.729 2.413 -14.185 30.776 -10.233 -145.808 42.557 67.166 -29.014 -64.962 41.436 37.797 -26.971 -42.203 34.191 26.428 -25.379 -29.553 69.252 -69.096 -42.774 -16.691 50.818 13.361 -33.471 -35.605 38.666 21.945 -26.598 -32.801 28.879 23.451 -31.033 -21.549 36.961 14.953 -22.221 -41.884 23.159 34.264 19.211 -41.679 1.756 2.167 -1.179 5.826 -2.020 1.963 -0.670 2.630 -1.765 0.160 -0.601 1.669 36.360 27.980 -34.785 -44.416 36.086 29.896 -29.107 -34.402 29.501 25.338 -21.805 -24.657 19.785 19.344 -13.219 4.347 -1.286 -9.044 -2.883 -4.788 2.320 7.415 -1.677 -12.898 10.591 -2.186 -5.243 -0.202 1.974 0.421 0.080 0.083 16.930 12.677 -13.437 -17.747 16.160 13.192
-5.618 2.223 2.631 0.762 -5.131 5.530 -6.360 8.260 -7.780 7.638 -11.437 16.344 -8.377 4.016 -20.543 37.112 49.442 -127.154 -2.392 27.736 15.615 -30.604 4.960 0.158 7.957 -12.257 5.315 -4.711 2.963 -4.457 47.996 -125.636 -2.952 28.305 15.996 -31.000 4.520 0.614 8.308 -12.619 4.621 -3.982 2.193 -3.612 -4.880 5.921 12.522 -14.552 12.597 -14.424 -6.911 8.103 37.088 -42.191 1.333 -1.234 -4.441 5.020 -2.504 2.855 -2.029 2.334 -1.173 1.361 -1.425 1.623 3.235 -3.897 6.098 -6.891 3.824 -4.368 3.323 -3.791 2.499 -2.903 1.829 -2.090 -0.035 -0.021 -10.502 12.022 4.780 -5.338 1.205 -1.382 -3.213 3.472 7.471 -8.164 8.221 -8.952 -3.345 3.597 0.629 -0.769 0.001 0.005 2.508 -2.742 2.888 -3.194 1.904 -2.130
-14.405 12.469 0.680 0.958 -0.080 2.472 -2.214 8.275 11.297 -41.457 43.319 -45.255 39.630 -38.489 33.930 -88.666 67.146 -58.469 50.455 -43.973 39.129 -35.594 36.154 -36.821 40.375 -36.755 8.873 -2.505 -2.462 0.409 -0.904 1.347 -0.454 -43.073 51.260 -43.883 41.183 -36.578 30.073 -25.666 7.554 6.242 5.019 -6.295 9.016 -6.580 4.060 -1.922 -0.090 -20.038 20.495 -19.958
10.888 -9.041 -0.281 0.943 -0.063 2.437 -2.148 8.297 -89.023 66.825 -58.329 50.391 -43.948 39.109 -35.442 10.994 -41.800 43.477 -45.336 39.678 -38.505 34.192 -35.105 34.763 -42.171 37.938 -13.969 2.611 3.042 -0.058 1.209 -1.159 0.651 42.387 -52.049 43.335 -41.647 36.169 -30.330 25.610 -6.033 -6.808 -5.200 6.553 -9.721 5.858 -3.805 1.786 0.096 19.821 -20.805 19.731
3.798 -5.726 -3.604 -4.887 -5.889 -8.927 -6.180 -16.255 -0.513 39.381 -27.140 40.791 -26.435 34.112 -25.195 78.964 -45.947 52.690 -34.114 39.200 -26.679 29.051 -31.167 37.219 -21.995 23.009 19.850 1.744 -1.249 -2.062 -0.706 -1.786 -0.624 36.444 -34.689 36.151 -29.052 29.549 -21.776 19.790 -13.408 -1.213 -2.861 2.289 -1.591 10.679 -5.273 1.990 0.079 16.957 -13.399 16.188
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
110 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25
D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P
24.81 24.30 22.80 15.39 13.88 13.34 13.03 12.52 12.21 11.66 10.15 2.69 1.37 0.60 0.42 339.73 2.30 22.15 187.10 2.20 0.00 5.08 3.43 2.78 1.72 1.11 0.54 2.48 0.08 54.47 56.39 39.37 26.31 16.07 5.25 6.89 6.81 11.68 24.79 6.79 7.07 15.93 23.78 16.83 11.21 69.94 29.52 65.78 69.88 49.30 33.48 14.12
19.498 19.090 17.913 12.064 10.889 10.463 10.227 9.825 9.588 9.161 7.978 2.090 0.905 0.541 0.269 41.409 0.721 2.361 14.016 0.841 15.521 3.777 2.609 2.672 1.341 0.910 0.508 1.773 0.077 520.522 519.575 358.151 217.256 120.128 27.952 26.323 22.563 33.672 31.524 0.000 0.000 0.000 19.296 0.000 0.000 543.504 269.330 630.607 544.370 392.315 266.156 156.204
-19.701 -19.294 -18.102 -12.217 -11.022 -10.590 -10.346 -9.938 -9.693 -9.259 -8.057 -2.136 -1.092 -0.478 -0.330 -34.569 -1.076 -4.081 -20.279 -1.027 -17.828 -3.440 -2.321 -1.655 -1.161 -0.749 -0.367 -1.675 -0.041 -753.360 -754.175 -528.651 -333.983 -179.948 -50.124 -43.798 -51.950 -69.182 -72.031 -50.862 -52.436 -55.337 -158.800 -134.793 -137.670 -972.405 -441.470 -914.195 -971.539 -685.497 -465.478 -243.766
17:07:07 03/17/10
-19.701 19.090 -18.102 12.064 -11.022 10.463 -10.346 9.825 -9.693 9.161 -8.057 2.090 -0.931 0.459 -0.276 4.332 0.721 -4.081 -20.279 -1.027 -17.828 0.579 0.088 1.846 0.035 0.190 0.012 1.773 -0.041 -492.817 -493.854 -338.087 -209.089 -101.842 -15.777 23.440 9.789 14.725 11.859 -46.804 -48.505 -51.414 -142.226 -124.942 -127.804 -658.368 -294.596 -601.483 -657.502 -465.618 -316.957 -177.793
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-15.895 13.059 -14.375 8.301 -8.984 7.306 -8.204 6.955 -7.452 6.571 -6.036 1.598 -0.815 0.382 -0.239 33.605 0.638 -2.335 -17.192 -0.519 -12.947 3.189 1.946 2.672 0.994 0.786 0.366 1.387 0.007 -749.871 -750.934 -526.152 -333.068 -179.604 -50.124 23.651 17.135 26.708 23.846 -48.102 -47.604 -50.521 -158.800 -134.793 -137.670 -972.405 -441.470 -910.505 -971.539 -685.497 -465.478 -243.766
1.480 1.320 1.145 0.952 0.788 0.656 0.528 0.401 0.280 0.164 0.081 0.033 0.006 -0.001 -0.001 -33.596 -0.393 -2.054 -1.040 -0.496 -1.570 -3.393 -2.281 -1.623 -1.137 -0.727 -0.348 -0.089 -0.004 495.986 495.039 350.123 217.256 120.128 26.427 -33.224 -45.199 -62.030 -64.885 -32.723 -43.467 -46.334 -2.356 -22.698 -25.484 527.982 264.817 600.362 528.847 379.378 259.390 130.858
-1.684 -1.525 -1.333 -1.105 -0.921 -0.783 -0.648 -0.514 -0.385 -0.263 -0.160 -0.079 -0.032 -0.018 -0.006 41.409 0.147 0.322 0.109 0.216 0.949 3.777 2.609 1.890 1.341 0.910 0.508 0.187 0.039 -467.809 -468.846 -330.188 -210.256 -117.889 -39.391 10.944 0.909 5.498 2.639 -50.862 -52.436 -55.337 -115.402 -102.928 -105.780 -642.776 -300.979 -570.424 -641.910 -452.574 -310.138 -152.472
19.498 -19.294 17.913 -12.217 10.889 -10.590 10.227 -9.938 9.588 -9.259 7.978 -2.136 0.905 -0.478 0.269 3.481 -1.076 2.361 14.016 0.841 15.521 -0.197 0.240 -1.580 0.170 -0.008 0.148 -1.675 0.077 520.522 519.575 358.151 216.762 105.175 4.369 -43.798 -51.950 -69.182 -72.031 -33.927 -44.581 -47.444 19.296 -4.133 -6.914 543.504 258.495 630.607 544.370 392.315 266.156 156.204
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Helman O. Mozo
-13.449 15.222 -12.511 9.858 -7.685 8.398 -7.311 7.653 -6.941 6.905 -5.842 1.691 -0.781 0.398 -0.235 -26.125 NG 0.291 -3.859 -17.599 NG -0.947 -14.527 Axial force too large for fictitious member -2.253 -1.743 0.009 -0.885 -0.460 -0.297 1.163 -0.032 -7.215 -7.959 2.147 3.741 12.867 12.624 1.541 -9.243 -13.619 -15.767 -27.057 -31.785 -33.955 -65.554 -64.216 -66.340 -53.072 -9.334 -11.686 -52.423 -36.375 -23.798 -27.335
??
Page
Job
111 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7
D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P
25.62 32.35 32.96 6.40 26.55 12.24 4.40 14.65 25.09 38.22 54.82 54.75 49.37 39.67 39.60 33.55 26.71 26.64 22.55 19.39 16.66 11.90 10.10 34.96 34.88 26.17 19.59 13.71 9.89 3.16 0.61 0.14 29.53 22.88 16.50 11.75 8.13 4.76 1.72 0.31 0.05 47.73 2.72 126.12 173.93 70.02 42.38 2.89 98.55 95.52 17.07 49.09
277.502 100.939 118.974 22.573 228.593 22.418 29.270 121.636 218.416 359.105 463.743 464.672 391.324 324.159 325.151 265.227 214.483 215.179 255.423 214.455 189.333 135.924 112.928 108.092 111.098 94.567 70.479 49.044 35.099 10.841 1.745 0.216 108.583 84.011 60.102 42.578 29.504 17.248 5.788 0.665 0.078 51.969 1.030 63.752 55.678 38.694 35.666 1.296 18.223 21.376 6.169 15.090
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17:07:07 03/17/10
-310.932 -109.999 -129.898 -27.585 -267.062 18.608 -13.812 -100.182 -207.813 -337.039 -510.062 -509.134 -466.610 -371.794 -370.802 -317.886 -251.423 -250.495 -242.017 -240.521 -178.410 -127.598 -127.499 -120.738 -118.537 -104.772 -80.005 -55.422 -40.798 -15.168 -2.925 -0.701 -104.558 -80.174 -56.797 -40.972 -27.762 -15.351 -4.362 -0.933 -0.121 -2.551 0.254 -12.827 -9.100 -5.868 -3.352 0.035 -1.676 -8.876 0.813 -2.010
-36.832 -4.779 -14.295 -7.057 -21.863 -5.566 12.975 14.795 5.874 5.646 -31.265 -30.337 -46.537 -28.049 -27.058 -31.080 -20.770 -19.841 15.376 -35.587 12.329 9.260 -21.131 -7.484 -3.837 -14.158 -13.492 -8.804 -7.715 -6.385 -1.640 -0.492 4.675 4.357 3.842 2.203 2.154 2.120 1.643 0.009 0.024 33.408 -0.675 38.285 34.639 24.658 23.867 -1.038 11.627 -25.205 4.256 -13.840
-442.439 -163.339 -182.517 -35.428 -393.521 18.630 -48.115 -177.904 -331.760 -525.078 -762.175 -761.247 -686.489 -551.545 -550.554 -466.407 -371.316 -370.387 -389.334 -334.897 -287.623 -205.410 -174.333 -176.501 -176.074 -144.892 -108.496 -75.906 -54.766 -17.472 -3.358 -0.776 -163.511 -126.716 -91.347 -65.058 -45.020 -26.367 -9.528 -1.744 -0.267 -33.438 0.997 -60.890 -50.694 -35.596 -30.353 1.025 -13.780 9.937 -2.067 9.904
252.423 99.326 107.373 16.458 223.336 -37.278 28.214 121.636 218.416 351.077 451.847 452.775 378.386 317.703 318.695 258.461 209.372 210.301 251.544 184.841 186.353 133.833 94.844 106.481 109.741 82.383 58.714 41.591 28.625 5.107 0.412 -0.077 107.253 82.762 58.938 41.808 28.820 16.650 5.274 0.544 0.047 51.969 -1.275 61.924 54.357 37.417 34.742 -1.519 18.223 -29.038 6.169 -20.035
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277.502 97.107 118.974 22.573 225.034 -47.891 6.156 106.683 217.922 359.105 463.743 464.672 391.324 324.159 325.151 265.227 210.556 211.485 211.011 214.455 154.589 110.889 112.928 107.833 107.705 94.567 70.479 49.044 35.099 10.841 1.745 0.216 93.923 70.185 47.492 34.813 22.289 10.565 0.255 -0.028 -0.124 18.071 -0.497 -2.051 -1.683 -4.295 -3.982 -0.278 2.713 -0.161 2.957 -3.346
-310.932 -109.999 -129.898 -27.585 -267.062 18.608 -13.812 -100.182 -207.813 -337.039 -510.062 -509.134 -466.610 -371.794 -370.802 -317.886 -251.423 -250.495 -242.017 -240.521 -178.410 -127.598 -127.499 -120.738 -118.537 -104.772 -80.005 -55.422 -40.798 -15.168 -2.925 -0.701 -104.558 -80.174 -56.797 -40.972 -27.762 -15.351 -4.362 -0.933 -0.121 -2.551 0.254 -12.827 -9.100 -5.868 -3.352 0.035 -1.676 -8.876 0.813 -2.010
-32.651 -3.166 -12.930 -6.430 -16.606 -1.778 14.031 14.055 4.654 2.897 -25.489 -24.792 -37.119 -22.098 -21.354 -24.494 -15.659 -14.963 19.255 -32.326 15.309 11.351 -19.308 -5.873 -2.479 -12.882 -12.300 -8.006 -7.002 -5.844 -1.492 -0.431 6.005 5.606 5.006 2.973 2.839 2.718 2.157 0.130 0.055 31.453 -0.642 40.113 35.961 25.936 24.792 -1.007 11.488 -24.110 3.784 -13.163
NG NG
Helman O. Mozo
Page
Job
112 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22
D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P D224P D225P D226P D227P D228P D229P D230P D231P D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P
2.01 141.24 52.32 24.09 179.08 175.86 353.60 356.29 148.75 146.77 115.56 109.73 389.64 404.38 460.15 459.27 58.77 14.44 131.47 169.02 70.23 42.55 2.84 128.93 102.90 16.91 48.63 2.01 149.18 56.10 19.72 60.18 38.10 45.37 6.61 10.33 57.42 100.28 382.15 139.28 202.43 138.10 138.25 115.84 110.78 384.39 139.10 203.92 138.04 138.16 115.69 111.23
1.807 31.311 22.438 9.201 16.132 15.802 47.370 47.722 57.593 56.806 73.780 70.149 85.946 89.110 116.078 115.637 12.113 6.461 67.047 53.847 38.748 35.748 1.270 23.583 23.661 6.140 14.959 1.800 33.358 24.321 6.943 12.321 3.872 6.242 4.546 11.154 3.334 22.882 37.720 68.206 43.752 51.015 38.450 39.302 32.508 38.210 68.685 43.731 50.992 38.430 39.265 32.713
-2.052 -39.148 -28.146 -12.878 -18.081 -17.756 -47.021 -47.379 -59.230 -58.444 -72.648 -68.978 -87.642 -90.958 -117.376 -117.153 -9.126 -6.754 -79.755 -63.071 -47.905 -42.440 -1.492 -22.543 -31.282 -2.831 -19.847 -2.049 -41.351 -30.179 -10.538 -9.343 -3.876 -4.616 -4.967 -7.760 -5.843 -13.305 -120.936 -44.240 -64.296 -43.864 -43.911 -36.793 -35.186 -121.643 -44.183 -64.771 -43.845 -43.882 -36.746 -35.329
17:07:07 03/17/10
-0.226 -1.646 1.228 -2.052 1.772 -2.280 20.333 -26.065 30.211 -39.148 0.037 15.277 -16.957 21.640 -28.146 2.162 -5.564 7.542 -12.878 8.703 -3.575 -17.193 11.397 -18.081 15.854 -3.260 11.354 -16.771 15.532 -17.756 -0.808 -36.563 35.582 -46.978 47.370 -0.561 35.976 -36.673 47.722 -47.329 0.921 -44.230 45.080 -59.230 57.358 1.385 44.816 -43.383 56.580 -58.444 -2.429 54.162 -57.464 73.780 -72.483 -2.612 -54.967 51.500 -68.818 70.149 4.984 -62.589 69.758 -87.642 85.700 5.504 72.346 -64.585 88.853 -90.958 -17.499 -102.536 75.351 -117.376 115.888 -17.023 75.346 -102.041 115.430 -117.153 0.759 8.495 -6.474 12.113 -8.696 0.213 4.819 -4.564 6.420 -6.754 -12.607 -63.072 40.745 -79.755 65.231 -8.935 -49.306 33.445 -63.071 52.531 -5.685 -35.573 24.824 -47.905 37.464 -3.192 -30.365 24.035 -42.440 34.816 0.013 0.991 -1.036 1.239 -1.492 -1.596 -17.493 15.455 -22.395 23.583 -8.945 11.505 -26.836 22.570 -31.282 0.836 -2.030 4.253 -2.359 6.140 -2.088 9.757 -13.757 14.287 -19.847 -0.244 1.211 -1.657 1.765 -2.049 -1.954 -27.400 21.998 -41.351 32.244 0.308 -18.209 16.789 -30.179 23.511 2.020 5.850 -4.004 6.452 -10.538 0.820 -6.588 8.683 -8.915 12.321 3.872 2.611 3.224 -0.420 0.404 6.242 4.970 4.983 0.809 0.826 4.546 3.397 3.402 -0.222 -0.215 11.154 8.996 8.992 1.712 1.707 3.334 2.205 2.211 -1.279 -1.270 22.882 18.825 18.879 4.798 4.872 -96.728 -120.936 -43.556 -78.886 19.203 29.857 68.206 -15.783 65.744 -41.182 -29.921 -64.296 13.972 -58.099 41.715 6.940 43.177 -30.258 51.015 -42.847 -12.826 -42.703 21.347 -43.911 37.678 0.107 30.165 -29.116 39.302 -36.437 -5.773 -31.134 21.459 -35.186 32.131 -97.212 -43.515 -121.643 19.741 -79.388 30.588 -15.218 68.685 -41.121 65.683 -30.611 13.461 -64.771 41.691 -58.073 7.649 -29.735 43.666 -42.825 50.992 -13.496 20.851 -43.160 37.655 -43.882 0.925 -28.493 30.721 -36.385 39.265 -5.998 21.451 -31.402 32.342 -35.329
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-0.226 -1.611 -2.280 21.433 0.037 16.075 2.162 -5.066 -3.575 -16.915 -3.260 11.625 -0.808 -36.606 -0.561 35.926 0.921 -43.995 1.385 45.042 -2.429 53.998 -2.612 -55.127 4.984 -62.343 5.504 72.603 -17.499 -102.345 -17.023 75.554 0.759 8.065 0.213 4.860 -12.607 -61.256 -8.935 -47.989 -5.685 -34.288 -3.192 -29.433 0.013 1.022 -1.596 -17.641 -8.945 12.596 0.836 -2.503 -2.088 10.429 -0.244 1.246 -1.954 -26.287 0.308 -17.398 2.020 6.341 0.820 -7.016 3.872 2.614 6.242 4.769 4.546 3.453 11.154 8.572 3.334 2.524 22.882 17.623 -96.728 -113.506 29.857 65.148 -29.921 -62.259 6.940 42.160 -12.826 -41.930 0.107 29.809 -5.773 -30.757 -97.212 -36.086 30.588 -18.280 -30.611 15.501 7.649 -30.755 -13.496 21.626 0.925 -28.854 -5.998 21.822
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
113 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28
D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P
335.58 57.20 34.47 38.23 60.30 88.35 11.18 12.96 6.55 5.95 7.57 4.52 38.84 46.72 37.76 36.26 54.21 43.46 37.12 39.97 13.07 5.36 6.53 12.36 10.76 4.10 1.83 0.13 23.82 25.86 25.25 25.05 24.37 23.34 14.96 13.93 13.38 13.11 12.53 12.25 11.71 10.68 2.20 1.17 0.59 0.35 3.38 2.23 3.20 1.11 0.71 0.35
42.924 36.543 38.197 43.751 38.560 38.032 2.823 5.489 1.942 2.111 2.206 1.615 44.124 53.124 42.955 41.291 37.392 30.016 25.745 14.441 5.695 4.591 7.488 8.831 8.344 5.718 1.436 0.092 18.765 20.353 19.911 19.772 19.232 18.426 11.785 10.984 10.553 10.337 9.883 9.667 9.242 8.435 1.721 0.913 0.456 0.271 2.540 1.724 2.549 0.885 0.598 0.337
-34.147 -35.413 -41.007 -45.481 -37.331 -43.225 -2.894 -3.354 -1.695 -1.541 -1.961 -1.169 -44.550 -53.597 -43.312 -41.595 -37.649 -30.183 -25.780 -10.347 -8.843 -4.740 -6.352 -12.974 -11.289 -3.990 -1.617 -0.089 -18.912 -20.536 -20.048 -19.888 -19.349 -18.535 -11.875 -11.062 -10.627 -10.407 -9.949 -9.728 -9.299 -8.480 -1.750 -0.930 -0.468 -0.276 -2.284 -1.508 -2.163 -0.749 -0.478 -0.233
17:07:07 03/17/10
42.924 7.030 -15.094 -14.014 8.314 -43.225 -1.171 3.772 1.942 1.769 0.971 1.314 -3.624 -4.635 -3.207 -2.811 -2.084 -1.512 -0.079 11.851 -5.804 -1.164 3.635 -8.232 -9.093 3.669 -0.822 0.003 -2.164 -2.182 -1.465 -1.098 -0.998 -0.885 -0.732 -0.607 -0.514 -0.427 -0.339 -0.254 -0.176 -0.109 -0.056 -0.025 -0.012 -0.004 2.540 1.724 1.247 0.885 0.598 0.337
33.873 -21.346 17.531 -44.290 34.828 -42.662 1.165 5.489 1.259 2.111 -0.704 1.615 31.051 -44.070 30.491 -33.748 26.901 -24.259 19.679 3.712 -8.843 -4.296 7.488 -12.974 -2.476 -0.168 0.368 0.080 12.465 -16.940 13.766 -15.587 13.532 -14.372 8.362 -8.792 7.554 -8.096 7.112 -7.392 6.679 -6.307 1.348 -0.815 0.379 -0.238 2.316 1.324 2.549 0.688 0.563 0.275
33.543 32.381 -41.007 22.628 -21.880 -24.071 -2.890 0.323 1.737 0.615 2.206 0.394 -36.727 36.927 -35.450 29.425 -30.127 21.942 -19.813 14.441 0.019 2.510 -1.993 0.480 -11.289 5.718 -1.617 -0.074 -15.727 13.620 -15.995 13.915 -15.057 13.017 -9.485 7.860 -8.345 7.438 -7.637 6.994 -6.960 6.129 -1.443 0.770 -0.402 0.230 1.541 1.308 -0.638 0.670 0.362 0.257
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32.776 -21.508 17.799 -44.038 34.649 -42.012 1.161 5.439 1.230 2.084 -0.720 1.598 31.106 -44.005 30.539 -33.707 26.935 -24.237 19.683 3.525 -8.765 -4.276 7.455 -12.888 -2.385 -0.200 0.384 0.079 12.487 -16.914 13.784 -15.571 13.548 -14.358 8.374 -8.781 7.564 -8.087 7.121 -7.384 6.687 -6.301 1.351 -0.813 0.380 -0.237 2.285 1.298 2.528 0.673 0.549 0.263
NG
Helman O. Mozo
Page
Job
114 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27
D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P
3.28 0.05 53.84 55.74 39.45 26.75 17.24 7.33 5.18 6.04 10.66 22.71 6.74 7.02 15.82 21.59 14.25 9.56 69.30 29.68 65.08 69.24 48.89 33.29 14.20 25.74 32.41 32.83 6.40 26.57 9.46 6.21 15.72 25.46 38.24 54.29 54.22 48.96 39.37 39.29 33.36 26.62 26.56 22.55 19.45 16.72 11.93 10.13 35.00 34.83 26.18 19.60
2.276 0.044 508.063 507.116 355.993 219.947 122.053 30.055 13.713 16.459 27.062 24.922 0.000 0.000 0.000 14.128 0.000 0.000 542.252 267.491 616.919 542.902 388.474 265.676 160.579 285.285 99.306 119.737 23.279 230.118 9.777 31.842 123.561 221.300 357.137 457.539 458.235 387.731 323.605 324.349 264.979 214.911 215.607 250.631 219.338 185.896 133.787 115.615 109.610 109.523 96.287 71.923
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17:07:07 03/17/10
0.130 0.030 -479.943 -480.980 -336.654 -213.420 -120.254 -42.803 6.241 0.075 4.094 1.240 -43.662 -45.318 -48.225 -120.404 -99.360 -102.688 -645.977 -299.632 -587.232 -645.111 -457.551 -313.319 -152.593 -283.551 -112.214 -117.690 -21.424 -265.924 1.368 -40.838 -118.594 -211.428 -334.888 -499.722 -498.794 -458.542 -365.869 -364.878 -314.248 -249.530 -248.601 -281.651 -210.648 -209.779 -150.509 -109.224 -119.479 -120.345 -92.288 -68.062
1.711 0.044 -741.132 -742.195 -527.314 -338.855 -192.880 -69.955 10.951 11.082 20.148 17.294 -46.193 -45.673 -48.589 -144.165 -114.136 -117.480 -963.529 -443.899 -900.742 -962.663 -679.743 -462.878 -245.151 -444.493 -163.635 -181.765 -35.451 -393.740 5.899 -67.946 -191.180 -336.723 -525.413 -754.836 -753.907 -680.734 -547.326 -546.334 -463.807 -370.181 -369.252 -389.433 -335.906 -288.674 -205.959 -174.984 -176.705 -175.851 -144.969 -108.556
-1.496 0.009 5.835 4.843 7.534 3.699 -0.185 -7.910 -13.298 -22.630 -29.327 -32.181 -35.085 -41.309 -44.198 -63.206 -63.028 -66.318 -58.671 -18.794 2.560 -57.805 -39.806 -27.571 9.720 7.170 -7.824 3.216 2.137 -19.898 -17.761 -6.034 1.399 5.371 8.989 -23.874 -22.945 -40.798 -23.828 -22.836 -28.499 -19.186 -18.257 -44.487 11.156 -34.228 -25.136 7.498 -5.340 -6.808 4.532 4.279
2.276 0.012 -468.686 -469.723 -333.785 -214.539 -118.571 -40.424 10.400 2.773 7.549 4.690 -50.447 -52.041 -54.944 -117.604 -100.601 -103.916 -642.874 -299.115 -570.991 -642.008 -452.624 -310.122 -179.491 -314.471 -110.429 -129.254 -27.665 -266.903 5.527 -38.459 -116.911 -212.547 -332.019 -497.852 -496.924 -453.616 -365.187 -364.195 -311.051 -250.642 -249.713 -243.239 -242.180 -180.413 -128.549 -128.387 -120.907 -118.498 -105.216 -80.257
-2.212 0.013 496.790 495.843 352.801 219.947 119.542 26.581 -32.961 -46.114 -63.145 -66.001 -31.949 -42.680 -45.547 -0.786 -25.483 -28.723 527.916 262.966 600.841 528.782 379.332 259.335 157.873 281.105 97.530 118.378 22.652 224.859 -37.013 28.368 121.050 221.300 353.945 451.798 452.727 378.340 317.674 318.665 258.406 209.804 210.733 212.264 216.068 156.563 111.846 113.787 107.997 107.670 95.010 70.731
-0.065 -0.005 508.063 507.116 355.993 219.458 122.053 30.055 -27.544 -42.101 -58.413 -61.273 -37.081 -47.774 -50.638 -0.884 -28.055 -31.286 531.522 263.406 616.919 532.388 384.521 262.647 130.948 250.113 99.306 106.822 16.411 223.879 -31.597 31.842 123.561 220.811 357.137 453.767 454.696 383.530 318.440 319.432 261.719 208.706 209.635 250.631 184.496 185.896 133.787 94.610 106.562 109.523 82.080 58.536
0.130 0.030 -479.943 -480.980 -336.654 -213.420 -120.254 -42.803 6.241 0.075 4.094 1.240 -43.662 -45.318 -48.225 -120.404 -99.360 -102.688 -645.977 -299.632 -587.232 -645.111 -457.551 -313.319 -152.593 -283.551 -112.214 -117.690 -21.424 -265.924 1.368 -40.838 -118.594 -211.428 -334.888 -499.722 -498.794 -458.542 -365.869 -364.878 -314.248 -249.530 -248.601 -281.651 -210.648 -209.779 -150.509 -109.224 -119.479 -120.345 -92.288 -68.062
1.704 0.042 -744.665 -745.481 -529.724 -339.574 -193.048 -68.285 13.713 16.459 27.062 24.922 -35.941 -33.880 -36.074 -129.251 -98.316 -100.841 -949.193 -439.374 -904.491 -948.543 -670.600 -456.537 -242.444 -440.314 -162.021 -180.406 -34.824 -388.481 9.777 -66.745 -191.744 -337.861 -528.186 -749.096 -748.399 -671.344 -541.395 -540.651 -457.234 -365.074 -364.377 -385.554 -332.636 -285.688 -203.868 -173.156 -175.093 -174.494 -143.693 -107.365
Helman O. Mozo
Page
Job
115 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7
D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P
13.69 9.90 3.16 0.58 0.14 29.51 22.87 16.45 11.74 8.12 4.76 1.69 0.31 0.06 47.02 14.06 170.60 227.65 81.25 50.17 2.74 154.68 112.29 14.32 40.64 2.10 118.33 41.24 14.56 170.02 180.87 349.42 348.27 145.23 144.75 112.39 112.77 415.95 415.15 483.39 482.10 52.57 17.89 155.08 204.02 78.98 45.61 11.45 144.90 130.44 32.10 45.08
49.793 35.950 11.437 1.653 0.273 106.944 82.410 58.716 41.646 28.703 16.576 5.250 0.547 0.048 57.556 6.151 80.198 66.331 41.719 39.125 1.164 26.509 27.043 6.082 10.868 1.859 23.965 15.767 4.537 16.389 14.971 46.669 46.846 55.778 55.972 72.185 72.005 91.119 91.418 121.872 122.177 11.599 6.415 87.366 71.280 48.252 40.950 4.078 29.515 26.321 10.958 12.546
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17:07:07 03/17/10
2.493 -55.377 2.181 -40.937 2.102 -15.223 0.280 -2.688 0.001 -0.698 -14.889 -104.750 -13.923 -80.402 -13.037 -56.702 -8.160 -41.083 -7.503 -27.814 -6.832 -15.378 -5.909 -4.108 -0.978 -0.928 -0.268 -0.120 -21.608 4.900 4.047 0.137 -79.336 -11.964 -66.089 -8.415 -42.748 -5.759 -39.207 -3.277 0.724 0.003 -19.057 -1.399 22.587 -8.870 -0.400 0.847 6.076 -2.565 1.423 -0.222 -24.631 -2.018 -17.440 0.282 -1.423 2.171 14.189 -3.470 -12.841 -3.541 36.308 -0.559 -34.869 -0.566 41.150 1.036 -45.798 0.865 -51.719 -2.156 57.424 -2.232 64.459 4.746 -75.572 4.594 104.591 -16.230 -81.663 -16.761 -4.677 0.782 -7.521 0.660 70.457 -13.608 56.647 -9.453 37.177 -6.418 29.905 -4.042 -6.002 -0.101 25.207 -2.183 -30.100 -8.745 10.865 0.958 -14.007 -2.526
48.995 41.461 -47.843 -74.987 35.237 28.536 -34.236 -54.089 10.896 5.101 -9.428 -16.964 1.505 0.420 -1.604 -3.049 0.212 -0.076 -0.410 -0.711 94.130 106.944 -117.563 -162.064 70.413 82.410 -92.400 -125.379 47.402 58.716 -68.016 -89.952 34.924 41.646 -47.805 -64.248 22.342 28.703 -34.175 -44.285 10.593 16.576 -21.361 -25.732 0.005 5.250 -9.353 -8.814 -0.032 0.547 -1.508 -1.619 -0.123 0.048 -0.291 -0.235 15.107 57.556 -37.688 -32.837 -0.461 -6.577 6.151 4.517 -2.167 80.198 -103.494 -83.983 -1.757 66.331 -84.950 -69.011 -4.078 41.719 -55.422 -42.702 -3.736 39.125 -50.038 -37.944 -0.250 -1.442 1.164 0.932 2.659 26.509 -27.045 -22.020 -0.429 -34.135 27.043 18.142 2.928 6.082 -2.270 -2.397 -2.835 -16.588 10.868 7.043 -0.063 -2.144 1.859 1.329 -6.992 23.965 -32.800 -20.401 -6.863 15.767 -22.187 -11.871 -5.730 -7.785 4.181 4.537 0.999 -17.166 14.813 11.076 1.644 14.971 -16.987 -16.241 0.648 -46.464 46.669 35.282 1.215 46.846 -46.312 -36.084 -3.221 -57.828 55.778 44.402 -2.394 55.972 -57.637 -43.015 3.839 72.185 -70.651 -56.274 3.194 -70.894 72.005 52.936 -7.355 -93.559 91.119 73.988 -6.386 91.418 -93.379 -66.816 14.590 -123.304 121.872 80.569 16.171 122.177 -122.975 -105.437 2.635 11.599 -8.163 -6.525 -0.073 6.415 -8.372 -6.959 -3.150 -94.077 87.366 65.155 -2.310 -76.131 71.280 53.209 -4.167 -53.871 48.252 36.816 -3.977 -45.493 40.950 30.833 -0.397 4.078 -6.028 -5.722 2.125 -25.334 29.515 22.032 -0.478 26.321 -39.651 -34.331 3.085 -5.375 10.958 8.792 -3.102 12.546 -18.400 -12.945
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
116 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26
D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P
2.09 118.03 41.13 14.47 52.41 49.21 64.74 10.36 16.02 82.50 169.78 396.85 142.42 181.75 140.41 136.26 118.96 109.66 459.19 128.72 202.93 140.39 136.20 118.93 110.07 342.18 57.62 34.48 36.81 60.38 84.38 7.92 20.54 9.58 9.13 4.60 5.71 38.88 45.52 38.40 36.47 52.93 43.94 37.04 42.05 9.58 5.72 7.36 8.84 10.21 4.02 2.10
1.847 24.297 16.091 3.920 11.615 5.357 8.255 7.665 16.337 4.578 37.039 78.606 66.331 52.095 49.740 38.958 38.408 33.321 58.079 66.659 42.686 49.716 38.960 38.402 33.555 41.660 36.721 36.213 41.995 38.558 37.274 2.158 5.094 2.790 2.329 1.941 1.653 43.902 51.426 43.498 41.374 36.353 30.260 25.669 14.707 8.632 4.870 6.577 12.433 7.995 5.701 1.675
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17:07:07 03/17/10
-2.132 -1.697 24.297 16.010 16.091 11.233 -7.734 -2.073 11.615 8.119 0.666 4.025 0.952 6.549 -0.070 5.780 2.452 13.201 -2.177 2.415 8.288 30.739 10.686 -69.202 -40.943 -16.187 42.707 12.863 -44.597 -35.108 38.958 21.429 -37.786 -32.364 33.321 22.515 -88.484 -145.316 66.260 66.659 -57.690 -64.456 49.716 37.297 -43.259 -41.686 38.402 25.988 -34.960 -28.943 3.509 32.885 36.721 32.765 -38.275 -41.021 41.995 22.679 -37.378 -22.782 9.275 -23.790 -2.049 -1.294 -2.427 1.808 0.386 2.350 -0.905 0.975 1.341 1.941 -0.491 0.716 -44.595 -38.603 51.426 34.228 -44.045 -36.879 41.374 28.916 -36.762 -30.172 30.260 21.811 -25.726 -19.802 7.580 14.707 5.918 0.180 4.870 2.401 -6.319 -2.129 8.572 0.188 -6.221 -10.714 4.160 5.701 -1.812 -1.851
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-2.132 -1.661 24.297 17.035 16.091 11.962 -7.734 -1.598 11.615 7.680 0.666 3.977 0.952 6.315 -0.070 5.802 2.452 12.590 -2.177 2.965 8.288 28.668 10.686 -59.474 -40.943 -19.365 42.707 14.739 -44.597 -35.754 38.958 21.966 -37.786 -32.443 33.321 22.701 -88.484 -135.591 66.260 63.482 -57.690 -62.582 49.716 36.653 -43.259 -41.152 38.402 25.907 -34.960 -28.771 3.509 31.912 36.721 32.632 -38.275 -40.764 41.995 22.906 -37.378 -22.932 9.275 -23.151 -2.049 -1.306 -2.427 1.738 0.386 2.308 -0.905 0.938 1.341 1.920 -0.491 0.693 -44.595 -38.520 51.426 34.324 -44.045 -36.814 41.374 28.971 -36.762 -30.124 30.260 21.841 -25.726 -19.797 7.580 14.518 5.918 0.253 4.870 2.422 -6.319 -2.160 8.572 0.274 -6.221 -10.625 4.160 5.671 -1.812 -1.835
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
117 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26
D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P
0.16 24.42 26.01 25.18 24.86 24.29 22.79 15.39 13.88 13.34 13.03 12.52 12.21 11.66 10.15 2.69 1.17 0.70 0.35 5.03 3.43 3.60 1.72 1.11 0.54 2.48 0.08 44.42 44.37 30.92 19.15 10.61 4.34 5.94 6.73 12.27 26.01 6.13 7.56 17.64 21.09 15.36 10.49 50.02 23.45 53.96 50.06 35.64 24.14 11.82 21.73 26.36
0.096 19.175 20.346 19.763 19.540 19.082 17.903 12.066 10.891 10.463 10.226 9.825 9.588 9.161 7.978 2.090 1.067 0.459 0.323 3.740 2.612 1.889 1.341 0.910 0.508 1.773 0.077 775.305 774.385 539.718 334.344 179.399 43.122 23.200 11.915 18.123 15.975 0.000 0.000 0.000 49.937 10.885 6.623 873.129 409.348 941.907 873.778 622.158 421.373 224.689 413.267 151.978
-0.105 -19.393 -20.655 -19.990 -19.742 -19.286 -18.092 -12.219 -11.025 -10.590 -10.346 -9.938 -9.693 -9.259 -8.057 -2.136 -0.931 -0.559 -0.276 -3.402 -2.324 -2.437 -1.161 -0.749 -0.367 -1.675 -0.041 -482.205 -482.994 -336.144 -212.319 -118.841 -41.474 -37.802 -51.331 -72.725 -75.582 -45.894 -56.047 -61.288 -140.821 -123.003 -128.820 -658.617 -297.675 -593.343 -657.751 -462.985 -314.937 -178.886 -314.025 -111.868
17:07:07 03/17/10
-0.090 -19.393 20.346 -19.990 19.540 -19.286 17.903 -12.219 10.891 -10.590 10.226 -9.938 9.588 -9.259 7.978 -2.136 0.905 -0.478 0.269 -0.253 0.246 -1.581 0.170 -0.008 0.148 -1.675 0.077 507.833 506.886 356.989 220.505 123.352 31.957 -25.939 -40.263 -56.609 -59.469 -33.323 -51.362 -56.583 0.063 -31.215 -36.938 531.324 261.463 616.753 532.190 384.376 262.544 157.298 280.601 97.470
-0.074 -16.016 12.853 -16.446 13.346 -15.388 12.327 -9.997 7.572 -8.509 7.205 -7.753 6.848 -6.992 5.772 -1.732 0.757 -0.415 0.228 2.490 2.041 0.224 1.065 0.621 0.438 -1.075 0.065 16.113 15.121 20.659 15.073 19.991 14.084 -1.542 -17.523 -23.161 -26.023 -42.468 -56.047 -61.288 -66.926 -78.435 -84.196 -65.944 -17.521 15.446 -65.078 -39.813 -26.113 10.184 7.710 -7.517
-0.077 -13.113 17.501 -13.406 15.676 -13.267 14.190 -8.454 8.850 -7.433 8.084 -7.068 7.347 -6.669 5.957 -1.644 0.789 -0.401 0.232 -2.787 -1.620 -2.405 -0.789 -0.603 -0.206 -1.289 0.028 775.305 774.385 539.718 334.344 179.399 42.020 -35.316 -51.331 -72.725 -75.582 -30.106 -50.625 -55.836 34.221 -6.221 -11.927 858.756 404.835 941.907 859.622 612.989 415.020 221.988 409.086 150.365
0.005 -2.300 -3.273 -2.149 -1.660 -1.520 -1.339 -1.106 -0.920 -0.782 -0.648 -0.514 -0.385 -0.263 -0.160 -0.079 -0.032 -0.018 -0.006 3.740 2.612 1.889 1.341 0.910 0.508 0.187 0.039 -478.634 -479.671 -322.501 -196.894 -92.788 -13.145 21.067 7.182 11.838 8.975 -45.894 -49.861 -55.133 -140.821 -123.003 -128.820 -658.617 -297.675 -589.655 -657.751 -462.985 -314.937 -151.235 -280.772 -111.868
0.001 2.068 2.967 1.922 1.457 1.316 1.151 0.953 0.786 0.656 0.528 0.402 0.280 0.164 0.081 0.033 0.006 -0.001 -0.001 -3.356 -2.284 -1.623 -1.137 -0.727 -0.348 -0.089 -0.004 507.270 506.323 343.593 205.617 98.013 4.591 -37.802 -44.566 -61.633 -64.485 -29.266 -44.046 -49.271 13.863 -13.550 -19.281 544.031 261.504 619.162 544.897 389.865 264.220 129.620 247.266 98.968
0.096 19.175 -20.655 19.763 -19.742 19.082 -18.092 12.066 -11.025 10.463 -10.346 9.825 -9.693 9.161 -8.057 2.090 -0.931 0.459 -0.276 0.635 0.082 1.847 0.034 0.190 0.012 1.773 -0.041 -479.165 -480.202 -336.144 -212.319 -118.841 -41.474 8.095 1.680 5.649 2.794 -42.885 -44.945 -50.218 -122.728 -104.664 -110.483 -646.427 -297.557 -587.050 -645.561 -457.763 -313.378 -178.886 -314.025 -110.361
-0.090 -19.393 20.346 -19.990 19.540 -19.286 17.903 -12.219 10.891 -10.590 10.226 -9.938 9.588 -9.259 7.978 -2.136 0.905 -0.478 0.269 -0.253 0.246 -1.581 0.170 -0.008 0.148 -1.675 0.077 507.833 506.886 356.989 220.505 123.352 31.957 -25.939 -40.263 -56.609 -59.469 -33.323 -51.362 -56.583 0.063 -31.215 -36.938 531.324 261.463 616.753 532.190 384.376 262.544 157.298 280.601 97.470
-0.074 -15.989 12.891 -16.418 13.371 -15.363 12.349 -9.978 7.588 -8.494 7.219 -7.740 6.861 -6.980 5.781 -1.727 0.759 -0.414 0.228 2.444 2.001 0.192 1.041 0.600 0.420 -1.086 0.062 12.541 11.798 18.036 14.004 19.366 15.186 0.591 -12.791 -16.875 -19.023 -33.017 -44.246 -48.175 -51.210 -61.329 -65.646 -51.571 -13.008 11.759 -50.922 -30.645 -19.759 12.885 11.891 -5.905
Helman O. Mozo
Page
Job
118 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7
D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P
30.03 5.38 20.43 10.71 3.61 10.36 19.22 30.98 41.41 41.45 35.60 29.25 29.29 24.10 19.23 19.27 19.03 16.40 14.01 10.02 8.50 28.65 28.90 23.58 17.38 12.20 8.63 2.74 0.53 0.13 26.75 20.47 14.43 10.35 6.98 3.87 1.69 0.27 0.05 57.37 10.29 162.94 220.99 93.29 57.55 4.84 140.42 137.16 21.84 49.21 1.97 146.96
173.121 31.042 356.634 19.483 44.396 180.868 335.557 540.726 722.785 723.481 621.414 510.484 511.228 420.676 335.668 336.365 361.851 311.775 266.478 190.603 161.570 165.163 166.632 135.948 100.165 70.326 49.779 13.686 2.326 0.361 154.193 117.980 83.206 59.670 40.232 22.180 5.935 0.904 0.078 59.601 4.251 84.935 71.907 54.441 50.406 2.063 25.572 32.894 7.246 15.318 1.755 33.381
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17:07:07 03/17/10
118.501 22.573 225.255 -29.993 33.744 124.861 221.858 358.133 453.594 454.522 383.384 318.352 319.344 261.615 208.987 209.916 212.899 216.127 156.007 111.716 113.479 108.130 107.466 94.616 70.466 49.047 35.098 10.841 1.745 0.216 93.943 70.188 47.492 34.813 22.289 10.565 0.255 -0.028 -0.124 19.139 -0.706 -2.401 -2.187 -4.881 -4.741 -0.446 2.820 -0.241 3.137 -3.604 -0.047 -6.872
2.539 2.045 -19.738 -5.978 15.960 21.575 16.745 22.114 -30.510 -29.581 -40.805 -28.402 -27.410 -27.041 -22.417 -21.488 -43.357 12.203 -33.840 -24.610 7.353 -4.956 -7.366 4.038 3.945 2.431 2.014 2.059 0.460 0.007 -15.270 -14.344 -13.147 -8.361 -7.627 -6.905 -5.750 -0.970 -0.269 -23.407 1.796 -62.313 -52.558 -42.958 -39.443 0.699 -13.636 21.788 -0.373 8.513 1.331 -31.021
171.756 30.415 351.377 -39.219 43.763 180.868 335.557 540.726 717.006 717.934 611.998 504.531 505.523 414.091 330.557 331.485 357.973 308.514 263.497 188.512 159.748 163.552 165.274 134.672 98.974 69.528 49.066 13.145 2.178 0.291 152.864 116.731 82.042 58.900 39.547 21.581 5.421 0.783 0.022 55.970 -3.046 54.595 46.140 32.576 29.904 -1.523 18.124 -24.868 6.100 -15.898 -1.467 18.831
-118.613 -21.471 -265.314 16.233 -11.180 -91.128 -194.902 -320.735 -511.297 -510.369 -463.976 -372.924 -371.932 -315.866 -252.469 -251.540 -280.530 -209.122 -208.757 -149.745 -108.584 -119.037 -120.862 -92.548 -68.250 -47.966 -34.325 -9.433 -1.591 -0.409 -117.893 -92.736 -68.246 -47.966 -34.292 -21.435 -9.381 -1.505 -0.292 -44.027 4.169 -98.846 -82.463 -63.631 -57.402 1.993 -24.397 31.671 -3.143 14.633 1.718 -40.736
107.700 16.458 223.282 -41.894 6.378 99.521 206.970 344.737 465.217 466.146 388.873 325.425 326.416 263.291 211.639 212.568 249.480 183.017 184.903 133.017 94.000 106.125 110.035 82.342 58.724 41.588 28.625 5.107 0.412 -0.077 107.258 82.747 58.942 41.807 28.820 16.649 5.274 0.544 0.047 59.601 -4.813 82.977 70.424 53.123 49.400 -2.548 25.572 -41.696 7.246 -20.084 -2.010 32.333
-129.423 -27.585 -267.286 3.224 -39.509 -117.180 -210.327 -334.378 -499.765 -498.837 -458.755 -365.934 -364.942 -314.307 -249.830 -248.901 -243.905 -242.193 -179.828 -128.425 -128.050 -121.035 -118.298 -104.821 -79.992 -55.424 -40.797 -15.168 -2.925 -0.701 -104.577 -80.177 -56.796 -40.972 -27.762 -15.351 -4.362 -0.933 -0.121 -3.351 0.018 -13.139 -9.592 -5.864 -3.518 -0.130 -1.539 -9.459 0.988 -2.174 -0.244 -1.688
118.501 22.573 225.255 -29.993 33.744 124.861 221.858 358.133 453.594 454.522 383.384 318.352 319.344 261.615 208.987 209.916 212.899 216.127 156.007 111.716 113.479 108.130 107.466 94.616 70.466 49.047 35.098 10.841 1.745 0.216 93.943 70.188 47.492 34.813 22.289 10.565 0.255 -0.028 -0.124 19.139 -0.706 -2.401 -2.187 -4.881 -4.741 -0.446 2.820 -0.241 3.137 -3.604 -0.047 -6.872
3.905 2.672 -14.481 -2.728 16.593 20.554 15.259 19.127 -24.730 -24.034 -31.388 -22.449 -21.706 -20.456 -17.306 -16.609 -39.479 15.464 -30.860 -22.519 9.176 -3.345 -6.009 5.314 5.136 3.229 2.727 2.600 0.608 0.068 -13.940 -13.095 -11.984 -7.591 -6.942 -6.307 -5.237 -0.849 -0.238 -25.368 1.878 -60.355 -51.075 -41.640 -38.437 0.769 -13.790 23.011 -0.887 9.198 1.368 -29.972
NG NG
NG NG
NG
Helman O. Mozo
Page
Job
119 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23
D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P
55.18 20.60 117.79 86.04 280.54 357.77 150.39 162.73 115.20 123.76 426.77 446.36 520.11 505.63 59.39 2.54 157.88 221.42 93.85 55.66 9.17 120.23 136.61 35.97 53.89 1.99 144.22 53.83 22.03 59.09 37.98 45.34 6.61 10.32 57.49 100.07 309.06 150.78 187.39 142.75 142.66 120.08 115.91 306.75 148.62 186.64 142.29 142.33 119.77 116.54 335.82 56.43
24.403 8.165 10.587 8.583 37.444 47.877 58.292 63.226 73.529 78.866 94.213 98.656 131.243 127.622 12.273 0.854 81.942 72.441 55.696 49.331 4.285 21.765 32.207 9.669 17.081 1.775 32.876 23.910 8.807 12.253 3.850 6.249 4.534 11.175 3.301 22.947 69.397 67.062 50.975 52.388 39.915 40.608 34.166 68.851 66.602 50.379 52.240 39.818 40.518 34.429 42.971 36.058
-29.683 -11.010 -11.893 -8.687 -37.305 -47.576 -59.884 -64.796 -72.419 -77.800 -95.995 -100.400 -132.670 -128.979 -9.221 -1.188 -95.778 -82.625 -64.014 -55.511 -4.825 -21.021 -41.528 -6.022 -21.995 -2.029 -39.977 -28.956 -11.777 -9.175 -3.865 -4.614 -4.970 -7.755 -5.850 -13.277 -97.806 -47.891 -59.519 -45.341 -45.312 -38.141 -36.815 -97.073 -47.206 -59.282 -45.196 -45.207 -38.042 -37.016 -34.171 -34.934
17:07:07 03/17/10
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NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28
D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P
32.68 37.35 59.71 87.49 10.84 20.45 6.52 7.37 8.05 5.78 39.02 46.56 37.63 36.13 54.00 43.19 37.44 50.63 9.89 5.77 7.51 9.47 8.39 5.68 2.00 0.13 24.81 25.99 25.21 24.98 24.38 23.36 14.95 13.93 13.38 13.11 12.53 12.25 11.71 10.68 2.20 1.17 0.59 0.35 3.29 2.23 3.54 1.11 0.71 0.35 3.28 0.03
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17:07:07 03/17/10
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14.324 10.471 -6.212 37.609 0.694 -3.427 -1.688 -1.539 -0.826 -1.144 4.725 4.024 3.037 2.231 2.020 1.082 0.194 -10.402 5.460 1.107 -3.382 7.868 8.059 -3.454 0.605 0.001 1.522 2.042 1.329 0.933 0.858 0.769 0.631 0.516 0.430 0.348 0.264 0.184 0.112 0.058 0.025 0.007 0.000 -0.001 -2.224 -1.509 -1.071 -0.749 -0.478 -0.233 -0.065 -0.005
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27
D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P
44.68 44.63 31.36 18.81 9.86 2.51 8.16 7.73 13.70 28.91 6.24 7.47 17.61 21.77 16.37 10.91 50.55 23.35 54.55 50.58 35.98 24.29 11.80 21.55 26.33 29.97 5.39 20.42 14.25 2.13 9.94 18.88 31.42 41.82 41.86 35.94 29.48 29.53 24.25 19.29 19.33 18.89 16.31 13.97 10.00 8.47 28.60 28.94 23.59 17.39 12.18 8.64
779.914 778.994 547.466 328.372 172.104 36.162 28.199 13.321 18.701 16.554 0.000 0.000 0.000 63.069 30.727 28.670 882.290 407.576 952.194 882.939 627.982 424.025 224.385 409.753 151.776 172.779 31.065 356.478 23.287 37.203 173.572 329.585 548.474 729.925 730.621 627.239 514.614 515.357 423.328 336.773 337.469 359.149 310.225 265.565 190.072 161.101 164.897 166.827 135.972 100.241 70.197 49.816
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17:07:07 03/17/10
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776.285 775.612 544.755 327.188 171.324 36.162 -49.854 -54.417 -75.001 -77.137 -17.265 -39.108 -43.447 63.069 30.727 28.670 882.290 407.576 948.464 882.939 627.982 424.025 224.385 409.753 151.776 172.779 31.065 356.478 -52.557 37.203 172.396 327.983 545.400 729.925 730.621 627.239 514.614 515.357 423.328 336.773 337.469 359.149 310.225 265.565 190.072 161.101 164.897 166.827 135.972 100.241 70.197 49.816
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1
D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D757P D758P D759P D760P D761P D762P D763P D764P D765P D766P D767P D768P D769P D770P D813P D814P D815P
2.75 0.49 0.13 26.74 20.45 14.39 10.34 6.97 3.86 1.69 0.27 0.05 51.12 55.84 47.38 48.25 9.48 8.02 3.81 6.85 5.78 2.72 6.85 5.78 2.72 9.48 8.02 3.81 49.16 49.88 49.77 50.10 140.22 88.48 119.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.40 20.53 20.74 19.10 20.02 21.82 21.50 0.00 0.00 0.00
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13.179 2.014 0.286 152.841 116.619 81.820 58.858 39.498 21.545 5.224 0.779 0.022 -24.004 53.548 42.606 -34.517 -2.218 -2.112 -2.217 -0.268 -0.274 -0.271 1.683 1.564 1.675 -0.268 -0.274 -0.271 1.292 -3.914 2.189 2.201 -13.088 2.689 -8.564 10.771 -8.745 11.874 14.648 -16.845 9.870 -11.952 0.674 -2.128 2.183 1.970 -1.934 0.591 -3.960 0.200 0.997 3.025
-6.428 -1.464 -0.487 4.247 3.940 3.735 2.002 2.031 2.047 1.806 0.017 0.025 -32.531 -22.791 48.833 33.037 -0.268 -0.274 -0.271 1.683 1.564 1.675 -0.268 -0.274 -0.271 -2.218 -2.112 -2.217 2.122 2.210 -3.917 1.367 -13.931 -6.672 4.262 12.461 9.581 -11.105 12.958 -18.577 -13.125 8.889 2.406 2.162 -2.166 0.238 -3.688 -4.019 0.510 2.647 1.814 0.642
10.896 -15.223 -9.428 1.505 -2.688 -1.604 0.212 -0.698 -0.410 94.120 -104.740 -117.595 70.415 -80.404 -92.390 47.401 -56.702 -68.018 34.924 -41.084 -47.805 22.342 -27.814 -34.175 10.593 -15.378 -21.361 0.005 -4.108 -9.353 -0.032 -0.929 -1.507 -0.123 -0.120 -0.291 14.189 5.982 60.873 58.369 -42.814 -2.082 5.673 13.657 -37.977 -36.711 52.569 19.310 -1.603 1.068 1.068 -1.520 0.972 0.972 -1.583 1.040 1.040 -1.603 1.068 -1.603 -1.520 0.972 -1.520 -1.583 1.040 -1.583 1.068 -1.603 -1.603 0.972 -1.520 -1.520 1.040 -1.583 -1.583 1.068 -1.603 1.068 0.972 -1.520 0.972 1.040 -1.583 1.040 -1.847 -0.707 -5.328 -5.407 2.850 -1.858 2.836 -5.394 -1.844 -0.705 -1.851 -5.431 -0.390 -1.551 9.869 6.444 -9.590 -1.005 -13.003 9.561 -1.139 -1.859 0.545 -15.570 -13.243 12.176 -1.787 15.446 -16.551 -1.784 0.620 -1.770 -18.372 1.142 -1.403 18.475 17.365 -18.669 0.603 -16.337 15.231 0.724 -2.015 0.336 -4.126 -3.782 2.089 -2.038 2.134 -3.820 -2.017 0.330 -2.021 -3.518 0.340 -2.059 1.812 2.283 -3.996 0.324 -3.905 2.178 0.325 0.917 4.595 3.720 2.001 3.469 4.554 4.390 0.819 3.272
5.101 0.420 -0.076 106.976 82.401 58.718 41.646 28.703 16.576 5.250 0.547 0.048 -40.974 17.803 57.452 -3.672 -1.603 -1.520 -1.583 1.068 0.972 1.040 1.068 0.972 1.040 -1.603 -1.520 -1.583 2.756 -0.696 -0.712 2.863 -15.198 -2.145 -2.307 15.474 0.769 0.724 18.336 -21.954 -1.969 -1.886 2.433 0.339 0.324 1.820 -3.526 -2.031 -2.047 1.279 0.844 1.824
13.721 2.163 0.348 154.169 117.869 82.983 59.629 40.183 22.144 5.738 0.900 0.053 -26.506 51.600 40.189 -36.483 -2.151 -2.043 -2.150 -0.201 -0.205 -0.203 1.749 1.632 1.743 -0.201 -0.205 -0.203 1.613 -3.594 2.509 2.521 -12.695 3.083 -8.134 10.865 -8.613 12.012 14.750 -16.640 10.038 -11.809 0.885 -1.916 2.395 2.182 -1.718 0.805 -3.744 -0.451 0.324 2.370
Helman O. Mozo
NG NG Axial Axial Axial Axial Axial Axial Axial
force force force force force force force
too too too too too too too
large large large large large large large
for for for for for for for
fictitious fictitious fictitious fictitious fictitious fictitious fictitious
member member member member member member member
?? ?? ?? ?? ?? ?? ??
Axial force too large for fictitious member Axial force too large for fictitious member Axial force too large for fictitious member
?? ?? ??
Page
Job
123 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.396 1.997 2.065 2.055 1.927 2.148 2.100 2.161 2.085 4.396 4.390 4.554 4.595 1.927 2.055 2.065 1.997 4.849 4.744 4.667 4.560
0.000 0.000 0.000 0.000 0.000 -2.625 -2.643 -2.634 -2.628 0.000 -0.012 0.000 -0.451 0.000 0.000 0.000 0.000 -2.975 -2.553 -2.371 -2.415
4.396 1.679 2.065 1.767 0.815 -0.270 -2.643 0.337 2.085 4.396 1.824 0.844 1.279 0.815 1.767 2.065 1.679 -2.237 1.180 4.667 2.603
3.535 1.997 1.979 1.503 1.005 1.431 -1.563 -1.553 1.424 3.535 3.025 0.997 0.200 1.005 1.503 1.979 1.997 -2.649 -1.246 3.284 4.503
4.150 1.420 2.001 2.055 0.767 -1.974 -2.404 1.871 1.437 4.150 0.642 1.814 2.647 0.767 2.055 2.001 1.420 0.179 3.606 4.060 -0.137
2.111 1.779 1.396 0.994 1.598 2.079 0.320 -2.634 -0.279 2.111 4.390 2.001 0.917 1.598 0.994 1.396 1.779 -0.633 -2.251 0.542 4.560
2.983 0.944 1.337 1.794 1.263 -2.625 -0.866 2.093 -0.260 2.983 0.819 3.469 4.595 1.263 1.794 1.337 0.944 3.371 4.744 1.631 -2.122
0.768 1.262 0.814 1.122 1.927 -0.276 2.100 -0.877 -2.628 0.768 3.272 4.554 3.720 1.927 1.122 0.814 1.262 4.849 1.293 -2.371 -0.191
4.396 1.679 2.065 1.767 0.815 -0.270 -2.643 0.337 2.085 4.396 1.824 0.844 1.279 0.815 1.767 2.065 1.679 -2.237 1.180 4.667 2.603
2.901 1.649 1.636 1.162 0.659 1.500 -1.495 -1.485 1.492 2.901 2.370 0.324 -0.451 0.659 1.162 1.636 1.649 -2.975 -1.547 3.016 4.210
LC 13
LC 14
LC 15
LC 16
LC 17
LC 18
LC 19
LC 20
Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial
Angle Forces For All Load Cases (Continued): Group Angle Label Label
LC 9
LC 10
LC 11
LC 12
(kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) -----------------------------------------------------------------------------------------------------------------------H18 D1P 41.276 10.756 3.529 3.529 42.982 40.575 25.359 22.120 20.009 9.269 6.725 -9.265 D2 D2P 61.839 -1.789 -12.423 -12.423 53.631 55.281 26.931 20.465 17.971 -4.420 -8.163 -36.353 D3 D3P 55.902 -1.792 -9.114 -9.114 47.994 49.150 24.561 18.693 17.010 -3.293 -5.870 -30.813 D5 D4P 47.691 -4.056 -6.154 -6.154 38.276 39.365 20.149 14.784 14.280 -3.930 -4.669 -26.037 D6 D5P 40.627 -3.665 -3.586 -3.586 32.275 33.060 17.443 12.422 12.488 -3.098 -3.071 -21.746 R6 D6P -6.782 0.174 0.461 0.461 -5.472 -5.394 -2.978 -2.644 -2.564 -0.116 -0.015 2.023 R3 D7P 15.824 2.255 -2.072 -2.072 15.337 15.165 8.379 6.998 5.954 1.179 -0.344 -6.923 D4 D8P -40.053 1.653 -6.931 -6.931 -32.829 -31.533 -19.489 -15.079 -17.082 -2.405 -5.426 9.704 R6 D9P 9.907 2.039 -0.078 -0.078 9.596 9.074 5.607 5.230 4.675 1.906 1.161 -1.667 D7 D10P -17.217 -2.448 -1.749 -1.749 -15.269 -14.548 -10.048 -7.888 -7.729 -2.532 -2.286 5.061 R9 D11P -1.531 -0.022 -0.197 -0.197 -1.529 -1.493 -0.757 -0.576 -0.621 -0.089 -0.151 0.519 D7 D12P 25.917 -5.059 -0.904 -0.904 16.630 17.635 11.005 5.808 6.797 -4.104 -2.642 -17.856 D9 D13P 20.311 -5.291 1.079 1.079 11.068 11.781 8.416 3.918 5.495 -3.515 -1.273 -13.297 D10 D14P -5.270 -5.636 2.539 2.539 -5.048 -4.569 -5.476 -4.936 -2.981 -3.110 -0.233 2.205 D10 D15P -12.808 2.255 -3.379 -3.379 -15.085 -14.875 -4.614 -3.600 -4.991 0.310 -1.673 3.158 D10 D16P 9.757 1.509 -3.620 -3.620 15.099 15.423 4.038 4.030 2.689 -0.213 -2.018 -6.178 D13 D17P -39.327 1.062 -0.370 -0.370 -39.475 -39.564 -17.789 -13.290 -13.633 0.581 0.077 18.357 D13 D18P 31.105 0.262 -0.495 -0.495 33.048 33.064 14.255 11.162 10.913 0.059 -0.207 -14.311 D14 D19P -50.569 -2.161 1.228 1.228 -51.831 -51.649 -24.443 -19.171 -18.215 -1.180 0.013 23.170 D14 D20P 49.007 -2.782 0.904 0.904 47.438 47.721 21.459 15.650 16.598 -1.627 -0.330 -23.311 D15 D21P 58.730 2.841 -2.329 -2.329 59.699 59.582 28.438 22.433 20.934 1.266 -0.553 -27.608 D15 D22P -61.078 3.935 -2.401 -2.401 -57.327 -57.551 -26.739 -19.314 -20.983 1.896 -0.334 28.186 D16 D23P -72.617 -6.481 5.380 5.380 -74.459 -74.239 -36.343 -29.274 -26.055 -2.781 1.393 34.821 D16 D24P 74.827 -7.021 4.846 4.846 67.567 67.895 31.854 22.325 25.588 -3.216 0.960 -33.978
NG NG
NG NG
NG NG NG NG NG NG NG NG NG NG
force force force force force force force force force force force force force force force force force force force force force
too too too too too too too too too too too too too too too too too too too too too
large large large large large large large large large large large large large large large large large large large large large
for for for for for for for for for for for for for for for for for for for for for
Helman O. Mozo
fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious
member member member member member member member member member member member member member member member member member member member member member
?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ??
Page
Job
124 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18 D18 R9 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24
D25P -107.225 D26P 84.999 D27P 8.415 D28P -82.814 D29P -71.339 D30P -53.416 D31P -48.709 D32P 0.890 D33P -18.498 D34P 24.317 D35P -2.338 D36P 10.070 D37P 1.195 D38P -28.313 D39P -19.334 D40P 9.249 D41P -7.152 D42P 3.182 D43P 6.309 D44P 5.801 D45P 12.592 D46P 2.962 D47P 28.707 D48P -136.087 D49P 63.991 D50P -63.088 D51P 37.152 D52P -41.667 D53P 26.348 D54P -29.368 D55P -59.384 D56P -19.865 D57P 15.233 D58P -36.249 D59P 22.479 D60P -32.882 D61P 23.623 D62P -21.683 D63P 15.211 D64P -41.658 D65P 34.114 D66P -41.041 D67P 2.155 D68P 5.755 D69P 1.921 D70P 2.594 D71P 0.139 D72P 1.646 D73P 28.064 D74P -44.320 D75P 29.961 D76P -34.346
17.084 -17.271 -17.271 14.891 -16.369 -16.369 2.284 0.368 0.368 0.919 -9.150 -9.150 0.774 -6.184 -6.184 -2.171 -3.759 -3.759 -2.167 -1.632 -1.632 -0.204 0.031 0.031 2.717 -1.347 -1.347 0.137 -8.580 -8.580 2.439 0.377 0.377 -2.107 -1.680 -1.680 -0.027 -0.189 -0.189 -5.922 -1.127 -1.127 -6.092 0.885 0.885 -5.198 2.642 2.642 2.203 0.334 0.334 -5.179 5.482 5.482 -6.594 8.026 8.026 -7.759 7.660 7.660 -12.047 15.734 15.734 -7.827 4.565 4.565 -22.613 35.042 35.042 59.163 -117.433 -117.433 -5.567 24.561 24.561 17.489 -28.730 -28.730 4.315 -0.487 -0.487 8.493 -11.721 -11.721 5.235 -4.791 -4.791 3.148 -4.272 -4.272 57.707 -115.925 -115.925 -6.125 25.132 25.132 17.868 -29.128 -29.128 3.876 -0.030 -0.030 8.842 -12.084 -12.084 4.540 -4.062 -4.062 2.366 -3.440 -3.440 -5.014 5.787 5.787 12.780 -14.295 -14.295 12.823 -14.198 -14.198 -7.060 7.953 7.953 37.727 -41.553 -41.553 1.321 -1.246 -1.246 -4.511 4.950 4.950 -2.546 2.814 2.814 -2.065 2.298 2.298 -1.194 1.339 1.339 -1.449 1.600 1.600 3.319 -3.813 -3.813 6.193 -6.795 -6.795 3.889 -4.302 -4.302 3.378 -3.736 -3.736
17:07:07 03/17/10
-91.076 92.690 8.844 -70.741 -60.856 -46.146 -41.864 0.803 -14.716 21.222 -1.115 7.096 1.245 -24.224 -16.349 2.455 -5.281 -0.196 0.945 -0.066 2.444 -2.161 8.292 -75.097 52.098 -44.977 38.410 -34.421 30.804 -28.386 -2.782 -26.941 30.066 -33.325 30.136 -30.192 27.097 -30.339 30.242 -36.602 32.844 -11.771 2.237 2.303 -0.018 1.054 -0.757 0.592 34.173 -42.587 36.188 -35.021
-91.002 92.889 8.404 -68.600 -59.245 -44.689 -40.757 0.836 -14.793 22.273 -1.589 7.769 1.281 -23.101 -15.528 2.875 -5.709 -0.243 0.711 -0.045 1.834 -1.612 6.223 -65.377 48.923 -43.103 37.765 -33.884 30.724 -28.202 6.929 -30.114 31.939 -33.969 30.670 -30.273 27.269 -30.473 30.500 -36.376 32.695 -11.132 2.225 2.233 -0.060 1.018 -0.778 0.569 34.257 -42.492 36.253 -34.966
-44.213 44.817 5.301 -40.663 -34.792 -27.423 -24.873 0.330 -7.760 10.420 0.138 3.956 0.519 -17.636 -13.094 2.987 -2.362 -0.002 0.792 -0.054 2.041 -1.803 6.910 -50.034 29.618 -24.139 18.966 -16.506 13.910 -12.838 -14.819 -8.612 11.690 -14.724 12.926 -13.401 11.692 -12.103 11.739 -15.272 13.634 -6.141 0.945 1.211 0.065 0.500 -0.361 0.277 14.750 -18.508 15.116 -14.770
-29.340 38.108 4.473 -31.635 -27.166 -21.692 -19.783 0.181 -5.333 8.137 0.788 1.841 0.385 -13.622 -10.349 0.345 -1.044 -1.154 -1.178 -2.112 -1.743 -3.415 -1.002 -22.307 21.078 -13.823 15.815 -10.532 12.179 -9.297 5.682 -8.955 14.273 -10.548 12.570 -9.211 9.822 -10.670 12.513 -8.252 8.433 5.535 0.644 -0.274 -0.625 -0.161 -0.575 -0.163 12.629 -12.433 12.565 -10.357
-37.905 29.454 3.960 -34.052 -28.802 -22.139 -19.683 0.239 -6.339 6.129 0.256 1.983 0.339 -12.556 -8.704 2.263 -1.546 1.234 2.763 2.002 5.830 -0.198 14.821 -70.017 29.738 -26.473 14.534 -15.892 9.447 -10.765 -43.004 0.224 1.092 -11.299 6.686 -11.394 7.912 -7.332 4.768 -15.171 12.341 -15.893 0.789 2.191 0.777 1.000 0.103 0.636 9.680 -15.822 10.387 -12.220
5.840 4.782 1.802 -4.586 -3.425 -4.106 -3.304 -0.146 1.126 -2.380 1.938 -2.302 -0.091 -4.677 -4.044 -2.821 1.746 -1.708 -1.778 -2.770 -2.841 -3.995 -3.239 -1.307 5.260 1.882 2.979 1.759 2.017 0.677 -1.798 5.059 2.019 2.821 1.887 1.775 0.431 -1.466 3.912 4.001 -2.149 11.826 0.496 -1.422 -0.795 -0.639 -0.366 -0.453 0.972 1.954 1.212 1.056
-6.250 -6.218 1.128 -8.129 -5.873 -4.665 -3.116 -0.063 -0.304 -5.448 1.212 -2.152 -0.148 -2.989 -1.588 -0.062 1.088 2.043 3.367 2.656 6.935 0.366 17.050 -63.453 15.862 -14.382 1.289 -5.354 -1.511 -1.934 -62.901 16.058 -14.519 1.446 -5.477 -1.252 -1.612 2.335 -5.615 -5.508 3.135 -16.073 -0.408 1.907 1.091 0.896 0.525 0.620 -1.538 -2.617 -1.671 -1.448
43.639 -46.088 -2.384 24.411 22.236 16.484 16.266 -0.556 7.889 -16.724 3.032 -8.652 -0.758 10.098 7.581 -5.914 5.208 0.337 0.797 -0.060 2.054 -1.826 6.902 -14.731 -8.488 11.632 -14.693 12.906 -13.397 11.575 -49.890 29.727 -24.186 18.986 -16.511 13.919 -12.866 12.974 -13.452 13.776 -12.651 1.897 -0.855 -0.726 0.230 -0.243 0.520 -0.111 -15.324 17.847 -15.577 14.379
NG NG NG NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
125 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10
D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P
25.386 -24.628 19.349 4.158 -8.971 -4.766 7.384 -12.812 -2.098 -0.232 0.437 0.082 12.704 -17.710 13.219 -15.871 13.084 -14.352 8.320 -8.968 7.321 -8.190 6.968 -7.440 6.582 -6.027 1.603 -0.813 0.383 -0.239 32.632 0.675 -2.118 -16.761 -0.489 -12.769 3.143 1.907 2.640 0.970 0.764 0.347 1.377 0.004 -753.360 -754.175 -528.651 -333.983 -179.948 -48.599 26.323 22.563
2.547 1.858 -0.030 -10.691 4.853 1.227 -3.244 7.556 8.309 -3.376 0.645 0.001 2.535 2.925 1.931 1.504 1.345 1.167 0.970 0.804 0.671 0.542 0.415 0.292 0.176 0.090 0.037 0.008 0.000 -0.001 -34.569 -0.356 -1.838 -0.610 -0.466 -1.392 -3.440 -2.321 -1.655 -1.161 -0.749 -0.367 -0.100 -0.007 492.497 491.798 347.624 216.341 119.784 27.952 -30.552 -39.771
-2.855 -2.061 -0.016 11.833 -5.265 -1.360 3.441 -8.079 -8.864 3.567 -0.753 0.004 -2.715 -3.156 -2.103 -1.659 -1.500 -1.310 -1.087 -0.906 -0.768 -0.634 -0.501 -0.373 -0.251 -0.151 -0.074 -0.030 -0.016 -0.006 40.435 0.184 0.538 0.540 0.245 1.127 3.731 2.570 1.858 1.317 0.888 0.490 0.177 0.036 -471.298 -472.087 -332.687 -211.171 -118.233 -37.866 13.617 6.337
-2.855 -2.061 -0.016 11.833 -5.265 -1.360 3.441 -8.079 -8.864 3.567 -0.753 0.004 -2.715 -3.156 -2.103 -1.659 -1.500 -1.310 -1.087 -0.906 -0.768 -0.634 -0.501 -0.373 -0.251 -0.151 -0.074 -0.030 -0.016 -0.006 40.435 0.184 0.538 0.540 0.245 1.127 3.731 2.570 1.858 1.317 0.888 0.490 0.177 0.036 -471.298 -472.087 -332.687 -211.171 -118.233 -37.866 13.617 6.337
17:07:07 03/17/10
30.437 -26.256 22.202 -5.150 -5.821 -4.526 5.775 -8.516 5.099 -3.379 1.562 0.111 16.874 -17.819 16.836 -16.815 16.193 -15.435 10.709 -9.892 9.310 -9.182 8.621 -8.473 7.895 -6.966 2.082 -1.092 0.540 -0.330 4.259 0.484 -3.060 -14.210 -0.777 -12.114 0.542 0.124 1.452 0.075 0.192 0.051 1.442 0.004 -383.163 -384.179 -272.837 -179.157 -99.011 -35.028 0.680 -2.809
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Helman O. Mozo
-12.972 10.519 -9.047 3.025 2.062 1.722 -2.152 3.002 -2.492 1.491 -0.710 -0.030 -7.105 7.137 -7.079 6.812 -6.840 6.258 -4.337 3.799 -3.758 3.569 -3.525 3.348 -3.283 2.788 -0.763 0.311 -0.173 0.093 3.108 NG -0.450 0.416 4.104 NG 0.239 5.123 Axial force too large for fictitious member 0.024 0.165 -0.491 0.110 0.042 0.092 -0.565 0.037 189.882 189.071 130.828 78.022 37.660 -1.423 -20.567 -28.696
??
Page
Job
126 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27
D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P
33.672 31.524 -37.813 -35.774 -37.968 -143.763 -118.869 -121.041 -958.029 -436.957 -914.195 -957.379 -676.327 -459.124 -241.066 -438.258 -161.726 -181.151 -34.801 -388.264 22.418 -47.060 -178.644 -332.979 -527.827 -756.399 -755.702 -677.071 -545.594 -544.850 -459.821 -366.205 -365.508 -385.455 -331.636 -284.643 -203.320 -172.510 -174.890 -174.717 -143.615 -107.305 -75.109 -54.053 -16.930 -3.210 -0.715 -162.181 -125.467 -90.184 -64.288 -44.335
-55.066 -57.207 -22.435 -31.636 -33.782 12.681 -6.774 -8.856 542.358 269.330 596.671 543.007 388.547 265.744 133.559 256.603 100.939 108.739 17.085 228.593 -33.490 29.270 120.896 217.196 348.328 457.624 458.320 387.804 323.655 324.399 265.047 214.483 215.179 255.423 188.102 189.333 135.924 96.666 108.092 111.098 83.659 59.905 42.388 29.338 5.648 0.560 -0.016 108.583 84.011 60.102 42.578 29.504
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17:07:07 03/17/10
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-8.183 -10.567 -36.263 -39.830 -42.243 -78.981 -74.595 -76.960 -259.350 -112.362 -204.578 -258.628 -181.501 -123.767 -67.763 -117.467 -41.812 -48.341 -10.914 -104.097 -0.754 -6.918 -33.844 -70.803 -113.333 -190.615 -189.841 -182.327 -142.289 -141.462 -124.541 -98.307 -97.533 -92.632 -90.916 -68.518 -48.924 -48.375 -45.596 -44.319 -39.326 -30.447 -21.038 -15.729 -6.379 -1.313 -0.363 -39.354 -30.618 -22.227 -15.901 -11.087
-20.608 -22.991 -32.934 -38.110 -40.516 -57.291 -58.829 -61.182 -51.400 -13.564 4.275 -50.679 -33.674 -22.838 -15.766 -21.009 -4.784 -7.659 -3.690 -17.809 -9.261 2.509 6.617 4.395 7.261 -22.123 -21.349 -34.500 -21.322 -20.496 -23.612 -17.139 -16.365 -2.053 -18.798 -1.395 -0.763 -10.943 -5.742 -3.955 -7.438 -7.040 -4.633 -4.086 -3.288 -0.861 -0.290 -0.914 -0.871 -0.887 -0.707 -0.559
-3.966 -6.349 -36.719 -39.513 -41.929 -84.813 -78.062 -80.432 -369.862 -164.048 -313.325 -369.140 -258.878 -176.033 -90.980 -163.746 -60.583 -66.858 -13.674 -148.598 -0.747 -18.989 -61.195 -114.421 -179.505 -279.336 -278.562 -259.704 -205.545 -204.718 -176.807 -140.498 -139.724 -144.474 -124.127 -106.951 -76.307 -64.856 -65.220 -64.567 -53.445 -40.473 -28.247 -20.644 -7.190 -1.465 -0.390 -60.100 -46.996 -34.385 -24.377 -17.160
-35.194 -37.574 -31.308 -38.057 -40.455 -29.760 -38.615 -40.953 158.136 84.500 218.361 158.858 115.860 79.054 40.854 80.782 31.851 35.157 4.586 68.478 -20.421 7.872 44.215 79.191 128.821 147.888 148.662 115.034 100.351 101.177 78.280 63.850 64.624 81.056 58.773 59.845 43.075 29.869 34.364 36.014 26.535 18.369 13.101 8.702 0.756 -0.139 -0.143 35.184 26.720 18.502 13.230 8.825
-11.430 -13.812 -37.691 -41.214 -43.624 -69.541 -66.848 -69.209 -253.863 -114.609 -193.648 -253.141 -176.910 -121.368 -58.853 -108.664 -42.596 -44.254 -8.762 -103.502 -5.165 -15.228 -39.491 -71.213 -110.553 -186.299 -185.525 -177.737 -139.952 -139.126 -122.142 -97.870 -97.096 -106.911 -80.508 -79.707 -57.005 -42.016 -45.123 -45.033 -35.039 -26.307 -18.415 -13.450 -4.361 -0.844 -0.260 -44.045 -35.044 -26.254 -18.362 -13.385
-37.711 -40.089 -31.731 -38.449 -40.846 -22.140 -32.082 -34.418 163.599 82.275 229.004 164.320 120.413 81.435 49.773 89.607 31.070 39.239 6.737 69.076 -24.156 0.109 38.953 79.017 131.646 152.075 152.849 119.586 102.623 103.449 80.661 64.267 65.041 66.792 69.194 48.667 35.001 36.233 34.839 35.297 30.823 22.509 15.724 10.980 2.774 0.330 -0.040 30.493 22.295 14.474 10.769 6.527
Helman O. Mozo
Page
Job
127 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20
D187P -25.768 17.248 -20.837 -20.837 D188P -9.015 5.788 -8.867 -8.867 D189P -1.623 0.665 -1.384 -1.384 D190P -0.236 0.078 -0.261 -0.261 D191P -35.393 50.014 -38.259 -38.259 D192P 1.030 -1.242 1.027 1.027 D193P -59.062 63.752 -74.678 -74.678 D194P -49.373 55.678 -63.582 -63.582 D195P -34.319 38.694 -46.484 -46.484 D196P -29.428 35.666 -41.345 -41.345 D197P 1.056 -1.488 1.296 1.296 D198P -13.918 18.085 -17.230 -17.230 D199P 11.032 -27.943 21.376 21.376 D200P -2.539 5.697 -2.858 -2.858 D201P 10.582 -19.358 15.090 15.090 D202P 1.263 -2.016 1.807 1.807 D203P -24.965 31.311 -38.048 -38.048 D204P -16.159 22.438 -27.348 -27.348 D205P 8.040 -12.381 9.201 9.201 D206P 11.675 -17.803 16.132 16.132 D207P -16.500 15.802 -17.486 -17.486 D208P 35.539 -47.021 47.328 47.328 D209P -36.722 47.673 -47.379 -47.379 D210P 45.315 -58.994 57.593 57.593 D211P -43.157 56.806 -58.217 -58.217 D212P -57.629 73.616 -72.648 -72.648 D213P 51.340 -68.978 69.989 69.989 D214P 70.004 -87.396 85.946 85.946 D215P -64.329 89.110 -90.701 -90.701 D216P 75.541 -117.185 116.078 116.078 D217P -101.834 115.637 -116.946 -116.946 D218P -6.903 11.684 -9.126 -9.126 D219P -4.524 6.461 -6.714 -6.714 D220P 42.560 -77.940 67.047 67.047 D221P 34.762 -61.754 53.847 53.847 D222P 26.108 -46.621 38.748 38.748 D223P 24.967 -41.508 35.748 35.748 D224P -1.004 1.270 -1.461 -1.461 D225P 15.307 -22.543 23.436 23.436 D226P -25.745 23.661 -30.190 -30.190 D227P 3.781 -2.831 5.668 5.668 D228P -13.084 14.959 -19.174 -19.174 D229P -1.621 1.800 -2.013 -2.013 D230P 23.111 -40.238 33.358 33.358 D231P 17.600 -29.368 24.321 24.321 D232P -3.514 6.943 -10.047 -10.047 D233P 8.254 -9.343 11.892 11.892 D234P 3.227 -0.417 0.407 0.407 D235P 4.781 0.608 0.625 0.625 D236P 3.458 -0.165 -0.158 -0.158 D237P 8.568 1.288 1.283 1.283 D238P 2.530 -0.959 -0.951 -0.951
17:07:07 03/17/10
-14.075 -4.543 -1.016 -0.121 0.755 0.114 -10.458 -7.332 -5.311 -3.117 -0.028 -0.835 -6.763 1.128 -1.795 -0.217 -3.254 -1.230 0.549 -2.902 -2.693 -0.329 -0.164 0.189 0.493 -1.413 -1.536 3.433 3.741 -13.790 -13.501 1.001 0.077 -10.301 -7.221 -5.206 -3.027 -0.041 -0.771 -6.801 1.142 -1.837 -0.229 -3.069 -1.078 0.469 1.038 3.172 5.303 3.636 9.417 2.239
-13.476 -4.029 -0.896 -0.090 -1.200 0.147 -8.630 -6.010 -4.033 -2.193 0.004 -0.973 -5.668 0.655 -1.118 -0.182 -2.154 -0.432 1.046 -2.624 -2.422 -0.372 -0.213 0.424 0.720 -1.578 -1.696 3.679 3.998 -13.599 -13.294 0.572 0.118 -8.486 -5.904 -3.922 -2.095 -0.010 -0.918 -5.710 0.670 -1.164 -0.194 -1.956 -0.267 0.960 0.609 3.176 5.101 3.692 8.994 2.558
-6.554 -2.523 -0.559 -0.101 2.868 0.026 -8.065 -5.775 -4.547 -2.982 -0.048 -0.330 -5.267 1.195 -2.040 -0.147 -2.954 -1.554 -0.232 -1.798 -1.674 -0.198 -0.098 -0.132 0.049 -0.537 -0.610 1.280 1.443 -6.529 -6.394 1.090 -0.003 -7.964 -5.708 -4.497 -2.940 -0.055 -0.284 -5.284 1.203 -2.058 -0.154 -2.865 -1.483 -0.269 1.110 1.361 2.591 1.498 4.747 0.566
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-8.695 -4.290 -0.760 -0.162 -9.010 0.286 -30.474 -25.412 -19.290 -16.678 0.385 -5.755 4.994 0.069 3.739 0.556 -15.928 -11.472 2.069 5.039 -6.775 16.756 -16.556 19.729 -21.006 -25.190 24.995 29.684 -32.503 40.411 -41.630 -2.237 -2.455 19.428 15.923 10.688 10.435 -0.585 8.577 -13.144 3.070 -8.308 -0.789 9.170 6.682 -4.688 5.157 0.140 0.685 -0.177 1.423 -1.055
2.566 -0.899 -0.241 -0.102 10.125 -0.238 -4.273 -3.165 -3.994 -3.204 -0.158 1.215 -2.200 1.950 -2.510 -0.088 -4.443 -3.825 -3.162 -0.058 -0.145 0.494 0.429 -1.433 -1.567 1.624 1.681 -2.907 -3.154 5.257 4.991 1.766 -0.259 -4.298 -3.206 -4.098 -3.302 -0.151 1.228 -2.155 1.943 -2.456 -0.083 -4.633 -3.992 -3.072 1.739 -1.366 -1.230 -1.850 -1.909 -2.664
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
Helman O. Mozo
Page
Job
128 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27
D239P 17.676 D240P -36.126 D241P -18.842 D242P 16.009 D243P -31.275 D244P 22.120 D245P -29.472 D246P 21.835 D247P -114.215 D248P 65.623 D249P -62.730 D250P 42.646 D251P -42.385 D252P 30.360 D253P -31.031 D254P 32.446 D255P 32.218 D256P -40.738 D257P 22.880 D258P -22.059 D259P -23.421 D260P -2.894 D261P 0.272 D262P 1.708 D263P 0.588 D264P 2.190 D265P 0.377 D266P -36.672 D267P 36.992 D268P -35.403 D269P 29.467 D270P -30.093 D271P 21.964 D272P -19.810 D273P 14.254 D274P 0.096 D275P 2.530 D276P -2.025 D277P 0.565 D278P -11.198 D279P 5.687 D280P -1.601 D281P -0.074 D282P -15.705 D283P 13.646 D284P -15.976 D285P 13.931 D286P -15.041 D287P 13.032 D288P -9.473 D289P 7.870 D290P -8.335
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17:07:07 03/17/10
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NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
129 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20
D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
130 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15
D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P
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17:07:07 03/17/10
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NG NG
NG NG
NG
NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
131 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25
D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P
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17:07:07 03/17/10
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NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8
D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28
D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
134 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19
D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P
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17:07:07 03/17/10
0.056 -0.124 15.499 -0.570 -4.771 -3.959 -5.331 -4.868 -0.382 1.981 -2.447 2.821 -3.794 -0.061 -5.730 -5.316 -4.210 0.660 0.942 0.292 0.602 -2.167 -2.051 2.972 2.604 -5.848 -5.677 12.136 12.507 2.408 -0.375 -4.629 -3.658 -4.695 -4.284 -0.433 1.844 -2.799 2.875 -3.941 -0.073 -5.343 -4.979 -4.397 2.466 -3.172 -3.673 -4.061 -6.016 -4.759 -9.928 27.112
0.176 -0.093 13.538 -0.487 -2.813 -2.476 -4.013 -3.862 -0.312 1.827 -1.224 2.307 -3.110 -0.024 -4.681 -4.563 -3.811 0.940 1.185 0.275 0.555 -1.936 -1.830 2.808 2.455 -5.587 -5.430 12.344 12.694 1.971 -0.341 -2.686 -2.231 -3.506 -3.399 -0.355 1.728 -1.499 2.352 -3.233 -0.036 -4.338 -4.267 -3.977 2.025 -3.169 -3.875 -4.006 -6.439 -4.441 -11.128 34.523
-0.241 -0.102 10.514 -0.407 -4.646 -3.654 -4.278 -3.627 -0.292 1.282 -2.475 2.093 -2.615 -0.087 -4.471 -3.848 -2.846 -0.072 0.124 0.248 0.452 -1.489 -1.415 1.770 1.549 -3.186 -3.078 5.163 5.401 1.760 -0.244 -4.551 -3.424 -3.781 -3.169 -0.330 1.163 -2.755 2.133 -2.723 -0.093 -4.208 -3.616 -2.974 1.797 -1.361 -1.230 -1.850 -1.908 -2.664 -2.357 -0.840
-0.572 -0.153 -4.458 0.473 -25.729 -21.380 -17.678 -15.839 0.111 -4.508 5.277 0.858 1.649 0.398 -12.969 -9.729 -0.420 3.084 -2.738 10.329 -12.363 14.480 -18.201 -18.003 22.029 22.646 -28.865 38.478 -29.697 -0.996 -0.482 14.936 13.581 9.552 8.685 -1.186 5.931 -11.383 3.684 -7.431 -0.596 4.625 2.802 -4.754 4.378 -0.943 -0.783 -1.445 -1.150 -2.265 -0.935 7.552
0.045 -0.051 23.475 -1.230 15.412 13.353 8.903 8.565 -0.671 6.668 -11.141 3.136 -6.941 -0.586 4.574 2.770 -4.476 -3.674 2.461 -9.932 13.072 -17.040 15.727 20.876 -19.452 -27.861 23.781 -30.828 37.659 4.359 0.058 -25.123 -21.194 -17.397 -15.099 0.558 -4.029 4.984 0.382 1.955 0.398 -12.606 -9.395 -0.343 -0.959 -1.110 -0.785 -1.449 -1.145 -2.274 -0.939 -19.586
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-0.039 -0.042 24.753 -1.852 25.399 21.899 16.134 15.426 -1.031 9.289 -17.064 3.539 -8.414 -0.777 9.325 6.843 -4.677 -4.729 1.891 -13.086 16.941 -21.522 21.743 26.192 -27.037 -34.284 34.157 -47.093 44.482 5.156 0.224 -37.478 -31.852 -24.838 -21.261 1.329 -7.141 8.339 -0.929 4.369 0.542 -16.037 -11.592 2.106 -2.229 -0.205 0.677 -0.180 1.424 -1.058 3.978 -42.708
-0.559 -0.101 2.599 -0.152 -8.425 -6.259 -4.624 -3.196 -0.181 -0.252 -5.719 1.337 -2.112 -0.156 -2.647 -1.285 0.041 -1.808 -1.776 -0.111 -0.134 -0.061 -0.082 -0.676 -0.533 1.451 1.420 -6.553 -6.671 1.135 0.015 -8.435 -6.122 -4.269 -2.859 -0.199 -0.396 -5.945 1.356 -2.158 -0.148 -2.635 -1.262 0.033 1.124 1.354 2.593 1.494 4.753 0.556 10.390 -48.681
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG
Helman O. Mozo
Page
Job
135 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28
D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P
37.059 -28.119 37.248 -26.649 31.530 -23.851 68.851 -47.206 50.379 -36.447 37.603 -28.146 28.477 -25.940 -31.088 38.790 -23.852 22.847 19.897 3.187 0.114 -1.525 -0.415 -2.082 -0.220 35.330 -37.432 35.015 -29.652 29.797 -22.042 19.609 -13.105 -0.510 -2.582 2.258 -1.121 10.638 -5.525 1.469 0.077 15.547 -13.808 15.857 -14.031 14.940 -13.126 9.394 -7.938 8.271 -7.508 7.572
-45.845 45.347 -45.341 39.915 -38.141 34.166 -74.123 63.547 -57.246 51.223 -44.434 40.158 -36.646 2.834 35.896 -38.612 42.706 -36.962 10.432 -2.807 -3.292 0.358 -0.852 2.083 -0.564 -44.707 52.933 -43.121 41.142 -37.470 29.832 -25.999 7.538 6.163 4.952 -6.308 9.313 -6.734 4.017 -1.753 -0.089 -19.681 20.455 -19.998 19.720 -19.344 18.439 -11.860 10.980 -10.618 10.338 -9.940
64.011 -57.487 51.374 -44.541 40.253 -36.440 29.981 -45.387 45.115 -45.196 39.818 -38.042 34.429 3.750 -34.934 36.983 -44.179 38.007 -14.314 2.841 3.611 -0.170 1.026 -1.978 0.675 44.336 -53.341 42.812 -41.404 37.247 -29.976 25.967 -6.408 -6.613 -5.080 6.514 -9.852 6.173 -3.816 1.651 0.092 19.556 -20.614 19.880 -19.820 19.243 -18.533 11.782 -11.048 10.554 -10.398 9.883
64.011 -57.487 51.374 -44.541 40.253 -36.440 29.981 -45.387 45.115 -45.196 39.818 -38.042 34.429 3.750 -34.934 36.983 -44.179 38.007 -14.314 2.841 3.611 -0.170 1.026 -1.978 0.675 44.336 -53.341 42.812 -41.404 37.247 -29.976 25.967 -6.408 -6.613 -5.080 6.514 -9.852 6.173 -3.816 1.651 0.092 19.556 -20.614 19.880 -19.820 19.243 -18.533 11.782 -11.048 10.554 -10.398 9.883
17:07:07 03/17/10
-3.700 10.479 0.873 5.505 1.904 2.466 26.623 -3.247 10.033 1.319 5.048 2.311 1.858 -27.958 -5.202 11.817 8.863 -5.185 31.479 0.581 -2.866 -1.433 -1.309 -0.706 -0.973 3.820 3.388 2.543 1.919 1.697 0.949 0.153 -8.946 4.702 0.956 -2.919 6.730 6.969 -2.977 0.552 0.000 1.362 1.745 1.145 0.816 0.748 0.671 0.554 0.455 0.378 0.305 0.232
-6.751 12.512 -0.140 6.276 1.549 2.841 34.034 -6.301 12.068 0.301 5.822 1.951 2.228 -29.053 -5.363 12.085 9.115 -5.365 32.129 0.577 -2.917 -1.462 -1.336 -0.722 -0.990 3.874 3.454 2.590 1.961 1.731 0.972 0.156 -9.132 4.779 0.976 -2.951 6.816 7.060 -3.008 0.567 0.000 1.384 1.770 1.164 0.832 0.764 0.686 0.566 0.465 0.388 0.315 0.240
3.666 1.142 2.102 1.092 1.381 0.438 -1.095 3.923 0.891 2.354 0.837 1.623 0.142 -9.909 -1.936 4.526 3.202 -1.846 11.986 0.253 -1.104 -0.533 -0.486 -0.257 -0.367 1.553 1.285 0.971 0.699 0.640 0.333 0.059 -3.298 1.778 0.349 -1.124 2.598 2.654 -1.151 0.179 0.001 0.493 0.668 0.430 0.296 0.269 0.241 0.197 0.160 0.131 0.103 0.075
-9.915 13.308 -10.720 11.667 -9.281 9.355 -19.759 20.101 -14.671 15.569 -11.305 12.057 -9.492 -6.697 7.897 -6.633 13.444 -10.980 11.596 -0.738 -1.743 -0.290 -0.606 0.334 -0.485 -10.070 15.163 -10.824 11.524 -9.500 8.278 -6.812 -0.449 2.874 1.441 -2.492 4.325 0.282 0.205 -0.242 -0.026 -4.715 5.873 -4.927 5.390 -4.845 4.988 -3.003 3.040 -2.708 2.802 -2.547
19.979 -14.526 15.411 -11.138 11.900 -9.256 7.361 -9.666 13.091 -10.516 11.467 -9.089 9.172 -6.627 -10.578 13.041 -8.965 8.444 5.524 1.131 0.160 -0.466 -0.081 -0.693 -0.036 12.304 -13.327 12.207 -10.535 10.403 -7.813 6.890 -4.183 -0.349 -0.956 0.872 -0.595 3.530 -1.869 0.478 0.028 5.421 -4.919 5.536 -4.976 5.220 -4.654 3.276 -2.819 2.887 -2.665 2.643
-9.195 11.327 -13.653 12.286 -12.618 11.161 -42.953 29.309 -24.783 20.336 -17.403 14.948 -13.745 3.499 12.995 -14.197 14.457 -12.604 2.193 -0.978 -1.039 0.197 -0.235 0.773 -0.157 -15.862 18.473 -15.289 14.378 -13.268 10.442 -9.160 3.081 1.999 1.695 -2.142 3.076 -2.584 1.488 -0.656 -0.030 -6.977 7.139 -7.082 6.902 -6.845 6.453 -4.203 3.839 -3.761 3.615 -3.519
29.464 -24.861 20.382 -17.435 14.969 -13.686 -6.318 -9.026 11.239 -13.595 12.246 -12.571 11.267 3.821 -11.931 12.405 -16.118 13.778 -6.515 1.010 1.390 0.011 0.426 -0.656 0.279 15.474 -18.925 14.951 -14.670 13.025 -10.605 9.128 -1.827 -2.497 -1.836 2.370 -3.668 1.959 -1.268 0.542 0.033 6.831 -7.314 6.952 -7.013 6.734 -6.557 4.117 -3.914 3.690 -3.682 3.457
16.701 -14.733 4.659 -6.258 0.979 -2.969 -48.421 16.469 -14.504 4.431 -6.023 0.775 -2.636 17.238 2.997 -6.308 -4.877 3.028 -16.312 -0.223 1.455 0.742 0.678 0.373 0.489 -1.929 -1.737 -1.307 -0.994 -0.882 -0.497 -0.090 4.553 -2.275 -0.489 1.351 -3.186 -3.281 1.371 -0.295 0.002 -0.642 -0.842 -0.560 -0.407 -0.381 -0.344 -0.283 -0.235 -0.201 -0.170 -0.138
NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
136 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21
D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-7.055 6.904 -6.174 1.414 -0.787 0.391 -0.234 -1.313 -1.118 0.792 -0.550 -0.256 -0.165 1.554 0.013 21.967 21.223 21.310 13.935 6.836 -3.617 -11.395 -20.916 -25.792 -27.932 -30.829 -43.197 -47.569 -37.405 -43.691 -45.799 -42.857 -12.480 22.222 -42.208 -24.956 -17.131 -28.413 -35.354 -3.409 -12.738 -6.523 -16.740 -14.741 -1.869 8.024 15.190 22.401 -17.353 -16.656 -25.700 -18.240
9.667 -9.291 8.435 -1.746 0.913 -0.467 0.271 -0.303 0.093 -2.162 0.062 -0.072 0.051 -2.219 0.010 500.376 499.677 344.457 200.697 101.624 14.192 -38.542 -38.939 -54.440 -56.579 -18.232 -33.688 -38.044 26.734 3.566 1.491 558.714 263.872 615.085 559.363 399.088 270.563 159.442 283.183 98.731 120.281 23.279 230.175 -41.440 15.445 102.736 201.632 345.238 470.685 471.382 398.344 331.249
-9.720 9.242 -8.475 1.721 -0.929 0.456 -0.275 0.495 0.071 2.296 0.042 0.164 0.029 2.269 0.010 -478.960 -479.749 -328.270 -193.394 -96.508 -20.247 27.007 12.557 18.701 16.554 -36.659 -37.176 -41.581 -126.259 -110.266 -112.420 -644.763 -290.981 -593.260 -644.113 -454.012 -308.636 -175.647 -308.190 -108.402 -128.439 -27.038 -261.696 23.211 -18.006 -95.244 -191.820 -326.868 -505.403 -504.706 -454.756 -366.952
-9.720 9.242 -8.475 1.721 -0.929 0.456 -0.275 0.495 0.071 2.296 0.042 0.164 0.029 2.269 0.010 -478.960 -479.749 -328.270 -193.394 -96.508 -20.247 27.007 12.557 18.701 16.554 -36.659 -37.176 -41.581 -126.259 -110.266 -112.420 -644.763 -290.981 -593.260 -644.113 -454.012 -308.636 -175.647 -308.190 -108.402 -128.439 -27.038 -261.696 23.211 -18.006 -95.244 -191.820 -326.868 -505.403 -504.706 -454.756 -366.952
17:07:07 03/17/10
0.162 0.099 0.053 0.024 0.008 0.001 -0.000 -1.928 -1.312 -0.939 -0.658 -0.419 -0.205 -0.060 -0.007 409.384 408.416 297.297 186.776 105.416 29.957 -21.811 -38.051 -51.647 -54.502 -36.560 -55.061 -60.879 -16.353 -34.998 -37.789 417.043 217.201 492.287 417.909 309.547 214.899 111.102 207.819 84.877 92.504 14.380 184.575 -25.985 31.977 106.956 188.254 298.563 364.067 364.996 308.555 259.896
0.170 0.106 0.058 0.028 0.010 0.002 0.000 -1.959 -1.338 -0.960 -0.674 -0.433 -0.217 -0.067 -0.009 405.755 405.035 294.586 185.592 104.636 31.073 -19.742 -33.458 -45.496 -47.637 -27.237 -42.905 -47.263 -0.214 -17.538 -19.624 431.370 221.727 488.557 432.020 318.687 221.239 113.809 211.999 86.491 93.863 15.007 189.834 -22.801 32.511 105.780 186.652 295.489 369.813 370.509 317.943 265.829
0.048 0.024 0.008 0.001 -0.003 -0.003 -0.001 -0.721 -0.479 -0.334 -0.230 -0.139 -0.056 -0.007 0.005 189.170 188.359 133.582 78.380 40.000 2.772 -20.127 -26.810 -35.941 -38.319 -28.104 -41.228 -46.083 -24.213 -35.773 -38.108 163.844 82.932 229.344 164.565 120.534 81.500 40.480 78.875 31.715 35.102 4.569 68.585 -23.688 4.540 41.294 79.662 134.685 152.166 152.940 119.708 102.685
2.560 -2.389 2.189 -0.493 0.275 -0.141 0.081 -0.634 -0.338 -0.792 -0.161 -0.126 -0.034 -0.563 -0.001 281.435 280.633 197.857 117.816 62.052 10.159 -22.264 -29.572 -40.358 -42.737 -27.290 -41.428 -46.280 -14.536 -28.919 -31.247 277.872 133.119 342.250 278.593 200.187 134.786 72.802 134.679 49.737 57.708 9.505 113.478 -25.757 11.852 63.332 119.048 198.912 243.784 244.558 199.360 167.594
-2.503 2.411 -2.187 0.489 -0.282 0.134 -0.084 -0.389 -0.332 0.329 -0.155 -0.056 -0.028 0.566 0.012 15.984 15.157 13.653 7.580 4.168 -3.839 -8.730 -17.783 -23.042 -25.421 -32.063 -42.867 -47.730 -49.894 -55.107 -57.453 -47.695 -14.703 16.298 -46.973 -29.588 -20.461 -16.159 -21.958 -4.874 -7.577 -3.723 -17.860 -12.449 -1.898 5.488 8.973 14.865 -19.189 -18.415 -30.414 -19.922
3.382 -3.288 2.954 -0.624 0.316 -0.168 0.094 -0.033 0.094 -0.711 0.061 0.009 0.048 -0.762 0.011 184.340 183.530 127.371 73.303 37.524 2.427 -18.284 -24.125 -33.123 -35.503 -27.630 -39.521 -44.378 -27.323 -38.477 -40.812 164.003 82.548 224.931 164.724 119.637 80.781 49.949 90.138 31.070 39.233 6.765 69.031 -21.844 4.195 38.818 74.584 128.474 152.556 153.330 118.810 103.066
-3.441 3.234 -2.997 0.597 -0.332 0.157 -0.098 0.247 0.087 0.858 0.054 0.092 0.040 0.817 0.011 -160.296 -161.139 -109.367 -65.381 -32.200 -9.692 4.784 -6.004 -7.384 -9.766 -34.115 -40.748 -45.623 -81.163 -78.535 -80.898 -259.510 -112.709 -200.295 -258.789 -180.576 -123.044 -67.972 -117.971 -41.822 -48.293 -10.942 -104.062 0.907 -7.576 -30.853 -63.875 -108.045 -190.937 -190.163 -181.402 -142.636
-0.106 -0.078 -0.051 -0.028 -0.014 -0.008 -0.003 0.935 0.660 0.482 0.345 0.240 0.144 0.062 0.017 -164.947 -165.789 -115.618 -70.700 -35.069 -10.602 5.931 -4.118 -5.346 -7.730 -34.372 -40.537 -45.413 -82.217 -79.728 -82.090 -259.334 -113.115 -204.402 -258.612 -181.438 -123.745 -58.512 -106.733 -42.469 -44.159 -8.746 -103.619 2.054 -8.486 -33.722 -69.194 -114.296 -190.414 -189.640 -182.264 -142.190
Helman O. Mozo
Page
Job
137 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 F1 F1
D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D757P D758P
-17.496 -17.827 -16.615 -15.919 17.720 -33.672 13.579 10.642 -20.058 -5.891 -2.723 -13.455 -12.615 -8.076 -7.169 -5.887 -1.316 -0.426 5.575 5.189 4.898 2.772 2.715 2.646 2.319 0.138 0.055 -35.032 -24.739 46.415 31.071 -0.201 -0.205 -0.203 1.749 1.632 1.743 -0.201 -0.205 -0.203 -2.151 -2.043 -2.150 2.442 2.530 -3.597 1.687 -13.538 -6.278 4.693 12.556 9.713
331.993 269.866 217.143 217.840 214.026 217.570 157.992 113.036 115.235 109.317 109.275 96.239 71.937 49.789 35.951 11.437 1.653 0.273 95.448 71.664 48.564 35.695 23.026 11.192 0.518 0.089 -0.092 11.688 56.421 3.255 -38.677 -1.537 -1.452 -1.515 -1.537 -1.452 -1.515 1.135 1.041 1.108 1.135 1.041 1.108 -1.527 -5.087 3.156 -0.385 0.003 6.838 -12.573 -1.765 -13.110
-366.208 -309.332 -247.789 -247.093 -237.245 -237.142 -175.869 -125.557 -126.179 -119.002 -117.390 -103.892 -79.080 -54.575 -40.225 -14.681 -2.540 -0.637 -103.412 -79.155 -55.539 -40.313 -27.129 -14.780 -3.594 -0.808 -0.089 3.481 -44.761 11.240 50.603 1.135 1.041 1.108 1.135 1.041 1.108 -1.537 -1.452 -1.515 -1.537 -1.452 -1.515 -0.387 3.170 -5.075 -1.531 -1.159 -9.196 9.992 0.639 12.308
-366.208 -309.332 -247.789 -247.093 -237.245 -237.142 -175.869 -125.557 -126.179 -119.002 -117.390 -103.892 -79.080 -54.575 -40.225 -14.681 -2.540 -0.637 -103.412 -79.155 -55.539 -40.313 -27.129 -14.780 -3.594 -0.808 -0.089 3.481 -44.761 11.240 50.603 1.135 1.041 1.108 1.135 1.041 1.108 -1.537 -1.452 -1.515 -1.537 -1.452 -1.515 -0.387 3.170 -5.075 -1.531 -1.159 -9.196 9.992 0.639 12.308
17:07:07 03/17/10
260.887 213.970 171.542 172.471 209.303 155.318 156.917 114.133 80.500 91.305 94.561 71.097 51.154 36.555 25.042 4.608 0.604 -0.044 92.383 71.417 51.318 36.732 25.202 14.539 4.752 0.730 0.081 -24.459 14.616 42.100 0.079 -1.193 -1.178 -1.224 0.658 0.630 0.682 0.658 0.630 0.682 -1.193 -1.178 -1.224 1.722 -0.873 -0.883 1.790 -10.841 -1.973 -2.129 10.170 0.279
266.572 220.542 176.650 177.346 213.182 158.588 159.904 116.224 82.327 92.918 95.917 72.373 52.345 37.353 25.755 5.149 0.752 0.017 93.711 72.666 52.481 37.503 25.887 15.138 5.266 0.850 0.112 -26.960 12.668 39.682 -1.887 -1.126 -1.110 -1.157 0.725 0.699 0.750 0.725 0.699 0.750 -1.126 -1.110 -1.157 2.042 -0.553 -0.563 2.110 -10.448 -1.579 -1.699 10.265 0.411
103.512 80.726 64.174 64.948 80.046 58.028 59.183 42.779 29.561 34.282 36.033 26.414 18.311 13.054 8.671 0.754 -0.137 -0.144 35.090 26.593 18.425 13.173 8.784 4.682 0.860 -0.038 -0.041 -9.600 10.017 24.875 2.495 -0.693 -0.667 -0.687 0.247 0.210 0.236 0.247 0.210 0.236 -0.693 -0.667 -0.687 0.353 -0.860 -0.866 0.391 -6.105 -1.513 -1.641 5.268 0.020
168.420 134.012 106.893 107.667 117.558 101.727 86.657 62.128 52.533 54.351 55.628 44.944 32.564 22.886 15.908 3.597 0.424 -0.016 51.230 38.635 26.555 19.231 12.583 6.431 0.851 0.043 -0.050 -3.629 22.596 19.651 -8.360 -0.909 -0.875 -0.911 -0.223 -0.228 -0.226 0.463 0.418 0.459 -0.223 -0.228 -0.226 -0.162 -1.992 0.155 0.158 -5.362 0.188 -3.843 3.613 -3.328
-19.096 -21.235 -17.467 -16.693 -2.593 -19.293 -2.019 -1.014 -11.218 -5.751 -4.039 -7.641 -7.151 -4.659 -4.145 -3.303 -0.800 -0.288 -1.061 -1.018 -0.924 -0.778 -0.602 -0.431 -0.352 -0.225 -0.050 -6.629 -4.268 21.842 15.413 -0.223 -0.228 -0.226 0.463 0.418 0.459 -0.223 -0.228 -0.226 -0.909 -0.875 -0.911 0.130 0.163 -1.994 -0.135 -5.659 -3.106 0.671 4.208 3.121
Helman O. Mozo
103.892 -141.810 -141.363 80.007 -123.817 -124.519 64.794 -98.819 -98.178 65.568 -98.045 -97.404 66.489 -92.317 -105.891 69.121 -90.895 -79.816 48.801 -68.687 -79.080 35.019 -48.944 -56.710 36.393 -48.563 -41.736 34.792 -45.555 -45.048 35.375 -44.391 -45.047 30.961 -39.466 -34.919 22.603 -30.541 -26.248 15.705 -21.022 -18.371 11.029 -15.778 -13.420 2.793 -6.398 -4.359 0.245 -1.231 -0.849 -0.042 -0.362 -0.261 30.566 -39.415 -43.938 22.375 -30.699 -34.917 14.443 -22.192 -26.174 10.808 -15.940 -18.305 6.545 -11.105 -13.343 2.576 -6.563 -8.669 -0.986 -2.433 -4.279 -0.242 -0.558 -0.761 -0.102 -0.101 -0.161 9.812 6.924 26.240 24.293 -11.314 3.019 6.654 9.463 -8.707 -9.132 22.287 10.583 -0.693 0.247 0.247 -0.667 0.210 0.210 -0.687 0.236 0.236 -0.693 0.247 -0.693 -0.667 0.210 -0.667 -0.687 0.236 -0.687 0.247 -0.693 -0.693 0.210 -0.667 -0.667 0.236 -0.687 -0.687 0.247 -0.693 0.247 0.210 -0.667 0.210 0.236 -0.687 0.236 -1.267 -0.866 -2.492 -2.518 0.388 -1.269 0.383 -2.514 -1.264 -0.865 -1.268 -2.527 -0.894 -1.302 2.716 NG 1.510 -4.133 -1.112 -5.405 2.536 -1.230 NG -0.832 0.014 -5.657 Axial force too large for fictitious member -4.910 4.034 -0.879 Axial force too large for fictitious member
?? ??
Page
Job
138 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
F1 F1 F1 F1 F1 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
D759P D760P D761P D762P D763P D764P D765P D766P D767P D768P D769P D770P D813P D814P D815P D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
-10.967 13.060 -18.372 -12.958 9.032 2.617 2.374 -1.954 0.450 -3.473 -3.805 0.726 1.995 1.141 -0.012 3.517 1.072 1.658 1.714 0.421 -1.905 -2.335 1.939 1.505 3.517 -0.012 1.141 1.995 0.421 1.714 1.658 1.072 -0.147 3.305 3.792 -0.430
15.584 0.722 1.347 17.532 -16.194 -1.804 -3.569 2.346 0.542 0.555 2.497 -3.689 0.265 1.328 3.735 1.477 1.432 1.054 0.653 1.252 2.148 0.388 -2.566 -0.211 1.477 3.735 1.328 0.265 1.252 0.653 1.054 1.432 -0.959 -2.553 0.274 4.267
-16.413 -1.667 -1.198 -18.502 15.374 0.548 2.301 -3.608 -1.809 -1.843 -3.782 2.394 3.943 2.796 0.164 2.350 0.596 0.994 1.453 0.917 -2.557 -0.798 2.161 -0.192 2.350 0.164 2.796 3.943 0.917 1.453 0.994 0.596 3.045 4.442 1.363 -2.415
-16.413 -1.667 -1.198 -18.502 15.374 0.548 2.301 -3.608 -1.809 -1.843 -3.782 2.394 3.943 2.796 0.164 2.350 0.596 0.994 1.453 0.917 -2.557 -0.798 2.161 -0.192 2.350 0.164 2.796 3.943 0.917 1.453 0.994 0.596 3.045 4.442 1.363 -2.415
0.242 11.948 -14.803 -1.474 -1.386 1.391 -0.028 -0.036 1.005 -2.711 -1.668 -1.681 1.752 1.782 2.113 3.473 1.590 1.974 1.636 0.879 -0.271 -1.838 0.109 1.286 3.473 2.113 1.782 1.752 0.879 1.636 1.974 1.590 -0.824 1.203 3.264 2.090
0.380 12.051 -14.598 -1.307 -1.243 1.602 0.185 0.175 1.217 -2.496 -1.454 -1.465 1.100 1.109 1.458 2.840 1.243 1.631 1.295 0.533 -0.203 -1.769 0.177 1.354 2.840 1.458 1.109 1.100 0.533 1.295 1.631 1.243 -1.150 0.902 2.996 1.797
Angle Forces For All Load Cases (Continued): Group Angle Label Label
LC 21
LC 22
LC 23
LC 24
LC 25
(kN) (kN) (kN) (kN) (kN) --------------------------------------------------------H18 D1P 38.810 33.057 29.309 5.716 -22.682 D2 D2P 52.137 40.653 36.224 -10.190 -60.257 D3 D3P 46.647 36.224 33.235 -7.399 -51.700 D5 D4P 38.628 29.102 28.206 -5.448 -43.399 D6 D5P 33.035 24.117 24.235 -3.398 -36.567 R6 D6P -5.088 -4.495 -4.352 0.175 3.795 R3 D7P 14.445 11.991 10.137 -1.048 -12.733 D4 D8P -31.219 -23.387 -26.943 -6.242 20.629 R6 D9P 8.609 7.940 6.953 0.712 -4.310
NG NG
NG NG
-0.006 6.259 -8.116 -1.011 -0.935 0.451 -0.288 -0.293 0.234 -1.654 -1.126 -1.135 1.723 1.612 1.921 2.785 1.275 1.402 1.294 0.968 -0.226 -1.061 -0.011 0.604 2.785 1.921 1.612 1.723 0.968 1.294 1.402 1.275 -0.134 1.021 2.185 1.507
3.918 4.961 -6.319 3.155 -4.477 -0.168 -1.156 0.362 0.286 -1.094 -0.203 -1.809 1.344 1.666 2.344 2.482 1.387 1.372 1.201 1.035 0.372 -0.681 -0.676 0.371 2.482 2.344 1.666 1.344 1.035 1.201 1.372 1.387 -0.279 0.168 1.698 2.175
-4.169 4.367 -6.928 -4.937 2.857 0.441 0.353 -1.169 -0.323 -1.711 -1.826 -0.236 2.205 1.953 1.505 2.698 1.184 1.379 1.395 0.951 -0.826 -0.977 0.529 0.376 2.698 1.505 1.953 2.205 0.951 1.395 1.379 1.184 0.716 1.875 1.971 0.542
5.175 0.025 0.011 5.793 -6.020 -1.115 -1.738 0.344 -0.291 -0.294 0.392 -1.789 1.596 2.019 2.824 1.981 1.310 1.167 1.022 1.244 0.600 -0.018 -1.057 -0.228 1.981 2.824 2.019 1.596 1.244 1.022 1.167 1.310 0.430 -0.186 0.733 2.195
-6.086 -0.816 -0.885 -6.888 5.089 -0.287 0.328 -1.751 -1.118 -1.138 -1.818 0.351 2.890 2.535 1.567 2.288 1.016 1.146 1.303 1.126 -1.055 -0.436 0.607 -0.221 2.288 1.567 2.535 2.890 1.126 1.303 1.146 1.016 1.839 2.275 1.116 -0.156
-0.889 -6.659 6.111 -0.106 -0.016 -1.857 -1.125 -1.116 -1.645 0.225 -0.297 -0.301 2.582 2.917 2.431 1.508 1.128 0.961 1.067 1.359 -0.228 0.608 -0.439 -1.054 1.508 2.431 2.917 2.582 1.359 1.067 0.961 1.128 2.360 1.061 -0.292 0.523
Helman O. Mozo
Axial Axial Axial Axial Axial
force force force force force
too too too too too
large large large large large
for for for for for
fictitious fictitious fictitious fictitious fictitious
member member member member member
?? ?? ?? ?? ??
Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial
force force force force force force force force force force force force force force force force force force force force force force force force
too too too too too too too too too too too too too too too too too too too too too too too too
large large large large large large large large large large large large large large large large large large large large large large large large
for for for for for for for for for for for for for for for for for for for for for for for for
fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious
member member member member member member member member member member member member member member member member member member member member member member member member
?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ??
Page
Job
139 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22
D10P D11P D12P D13P D14P D15P D16P D17P D18P D19P D20P D21P D22P D23P D24P D25P D26P D27P D28P D29P D30P D31P D32P D33P D34P D35P D36P D37P D38P D39P D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P
-15.947 -1.251 22.186 16.825 -8.443 -7.645 8.016 -31.829 25.354 -42.936 38.847 50.204 -48.070 -63.978 57.419 -78.328 80.116 8.280 -66.641 -57.591 -44.908 -41.288 0.670 -13.975 21.267 -0.981 8.800 1.014 -28.375 -21.096 6.434 -5.297 -0.133 0.790 -0.052 2.037 -1.794 6.913 -63.732 44.404 -38.019 32.027 -27.919 24.506 -22.311 -1.214 -23.488 25.610 -27.804 24.349 -24.002 21.221
-12.111 -0.931 12.957 8.837 -7.485 -5.844 8.003 -23.838 19.862 -33.572 28.532 39.540 -34.884 -51.423 40.495 -51.913 68.201 6.810 -50.608 -44.047 -34.728 -32.247 0.406 -9.665 17.212 0.174 5.043 0.776 -21.247 -16.221 1.741 -2.957 -2.180 -2.708 -3.706 -4.685 -4.657 -7.138 -14.489 29.236 -19.697 26.430 -17.308 21.432 -16.022 35.197 -24.097 30.198 -20.388 23.716 -16.560 17.901
-11.828 -1.009 14.712 11.638 -4.013 -8.314 5.622 -24.447 19.420 -31.874 30.215 36.877 -37.847 -45.706 46.290 -67.126 52.831 5.899 -54.900 -46.952 -35.523 -32.069 0.509 -11.452 13.645 -0.771 5.296 0.694 -19.353 -13.298 5.148 -3.848 2.061 4.290 3.600 8.765 1.056 20.963 -99.223 44.617 -42.165 24.156 -26.828 16.580 -18.630 -51.270 -7.795 6.788 -21.722 13.266 -20.437 14.508
-2.161 -0.175 -2.051 -0.382 0.868 -2.421 -2.739 -0.099 -0.330 0.499 0.150 -1.285 -1.173 3.042 2.552 -10.904 -10.524 0.870 -8.860 -6.231 -4.488 -2.646 -0.028 -0.732 -6.915 0.927 -2.047 -0.170 -2.362 -0.661 1.019 0.830 3.499 5.363 4.762 10.729 2.059 24.922 -87.564 19.974 -20.691 0.631 -8.112 -2.882 -2.945 -86.608 20.328 -20.938 0.915 -8.336 -2.425 -2.406
17:07:07 03/17/10
10.887 1.014 -29.073 -21.737 5.198 6.158 -10.126 32.368 -25.380 41.627 -40.665 -49.335 49.479 62.412 -59.500 77.700 -81.333 -5.369 48.932 43.693 33.074 31.777 -0.903 13.818 -26.942 4.159 -13.593 -1.254 20.881 15.623 -9.374 8.148 0.468 0.799 -0.062 2.058 -1.836 6.899 -1.033 -23.272 25.511 -27.752 24.317 -23.993 21.047 -63.501 44.603 -38.106 32.066 -27.933 24.519 -22.395
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
140 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28
D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P
-21.833 21.513 -26.544 23.833 -9.260 1.644 1.963 0.002 0.789 -0.703 0.428 26.419 -32.615 27.025 -26.080 22.561 -18.985 16.000 -3.612 -4.312 -3.270 4.123 -6.151 3.584 -2.351 1.101 0.061 12.365 -13.036 12.307 -12.335 11.909 -11.334 7.523 -6.904 6.526 -6.480 6.128 -6.070 5.715 -5.045 1.301 -0.585 0.284 -0.174 3.524 0.420 -2.730 -13.032 -0.667 -11.289 0.403
-19.288 22.887 -14.075 14.596 11.477 1.109 -0.675 -1.225 -0.386 -1.082 -0.354 22.652 -21.825 22.495 -18.242 18.393 -13.657 12.358 -8.103 -0.861 -1.821 1.478 -1.123 6.542 -3.250 1.219 0.051 10.558 -8.431 10.076 -8.442 9.477 -7.854 6.133 -4.828 5.226 -4.592 4.763 -4.358 4.297 -3.666 1.048 -0.493 0.245 -0.148 -14.904 0.127 -2.726 -11.627 -0.635 -9.337 -1.338
-13.360 9.132 -26.364 21.537 -26.579 1.366 3.703 1.265 1.677 0.121 1.065 17.415 -27.844 18.626 -21.551 15.792 -15.439 12.083 2.876 -5.710 -3.012 4.662 -8.136 -1.443 -0.099 0.248 0.053 7.900 -11.125 8.220 -9.956 8.140 -9.004 5.172 -5.630 4.553 -5.141 4.335 -4.669 4.096 -3.782 0.993 -0.513 0.236 -0.151 21.819 0.368 -1.638 -11.103 -0.349 -8.238 2.034
3.808 -9.309 -9.202 5.186 -26.899 -0.759 3.199 1.823 1.492 0.871 1.036 -2.508 -4.391 -2.789 -2.420 -1.859 -1.335 -0.020 7.673 -3.394 -0.883 2.198 -5.177 -5.672 2.275 -0.495 0.004 -1.737 -2.029 -1.356 -1.074 -0.975 -0.853 -0.707 -0.590 -0.503 -0.418 -0.334 -0.252 -0.175 -0.109 -0.055 -0.024 -0.014 -0.005 26.697 0.061 0.022 -0.290 0.110 0.447 2.402
17:07:07 03/17/10
22.704 -23.227 25.048 -22.850 5.016 -1.554 -1.477 0.294 -0.532 0.862 -0.262 -26.993 31.953 -27.486 25.689 -22.905 18.767 -16.048 4.880 3.844 3.117 -3.906 5.560 -4.190 2.565 -1.216 -0.055 -12.547 12.776 -12.498 12.164 -12.081 11.176 -7.653 6.791 -6.633 6.378 -6.223 5.981 -5.798 4.977 -1.340 0.562 -0.301 0.167 2.992 NG -0.704 1.296 8.401 NG 0.501 9.555 Axial force too large for fictitious member -0.082
??
Helman O. Mozo
Page
Job
141 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25
D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P
0.090 1.183 0.044 0.139 0.025 1.119 -0.021 -305.110 -305.965 -209.233 -129.930 -63.373 -11.145 12.418 1.617 3.426 1.040 -37.814 -40.162 -42.581 -101.407 -91.337 -93.713 -423.449 -187.884 -372.862 -422.727 -298.646 -203.388 -113.369 -197.815 -70.092 -82.324 -17.763 -171.290 8.469 -9.526 -62.005 -128.878 -208.370 -323.600 -322.827 -299.472 -237.325 -236.499 -204.162 -161.391 -160.617 -154.490 -153.040 -113.987 -81.488
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17:07:07 03/17/10
0.185 -0.959 0.128 0.015 0.110 -1.036 0.053 328.226 327.428 225.915 136.227 66.013 1.446 -29.605 -36.970 -49.016 -51.392 -29.766 -37.710 -40.100 -0.456 -15.832 -18.157 327.721 157.798 397.194 328.443 237.563 161.057 95.379 169.956 59.350 73.222 13.586 136.270 -33.093 2.954 67.285 137.206 226.720 285.028 285.802 236.736 197.645 198.472 160.283 127.346 128.120 128.653 131.320 94.137 67.566
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6
D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P
-81.204 -76.807 -75.212 -66.545 -50.995 -35.303 -26.092 -9.930 -1.950 -0.489 -66.456 -51.149 -36.467 -26.249 -17.921 -10.092 -3.154 -0.683 -0.101 0.036 0.131 -9.558 -6.805 -4.745 -2.878 -0.004 -0.936 -6.480 0.902 -1.837 -0.170 -2.361 -0.659 0.916 -2.469 -2.266 -0.467 -0.307 0.378 0.675 -1.381 -1.499 2.910 3.226 -11.098 -10.814 0.830 0.100 -9.410 -6.698 -4.637 -2.784
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-110.475 -111.659 -111.172 -91.620 -68.802 -48.106 -34.822 -11.370 -2.221 -0.535 -103.302 -80.238 -58.061 -41.303 -28.707 -16.977 -6.383 -1.189 -0.192 -19.269 0.596 -39.598 -32.801 -23.325 -19.754 0.615 -8.501 5.278 -0.898 5.609 0.738 -17.226 -11.281 4.279 6.889 -10.711 22.276 -22.877 27.977 -27.305 -35.777 32.322 43.394 -40.580 46.933 -63.951 -3.691 -2.886 23.935 19.790 14.431 14.232
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17:07:07 03/17/10
69.063 66.050 66.190 58.042 43.057 29.988 21.343 6.326 0.968 0.085 57.595 42.825 28.714 21.117 13.361 6.105 -0.268 -0.117 -0.103 12.924 -0.338 -2.823 -2.169 -3.762 -3.272 -0.199 1.807 -1.033 2.242 -2.672 -0.066 -5.006 -4.692 -4.286 0.623 0.449 0.762 0.630 -1.934 -2.193 2.458 2.569 -4.527 -4.939 9.834 9.405 2.030 -0.355 -2.900 -2.255 -3.928 -3.426
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
Helman O. Mozo
Page
Job
143 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26
D224P D225P D226P D227P D228P D229P D230P D231P D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P
-0.018 -0.879 -6.520 0.916 -1.882 -0.182 -2.168 -0.500 0.833 0.867 2.420 4.073 2.798 7.328 1.822 15.306 -66.641 21.203 -20.399 5.181 -8.663 0.361 -3.926 -66.942 21.663 -20.833 5.627 -9.084 0.877 -4.062 27.745 4.525 -9.657 -8.968 5.343 -27.556 -0.728 2.402 1.240 1.130 0.622 0.837 -2.313 -2.954 -2.047 -1.795 -1.334 -0.966 -0.054 7.564 -3.688 -0.745
0.593 -10.814 6.261 -0.875 5.521 0.727 -18.072 -12.074 3.227 -3.763 1.632 3.278 2.080 5.979 1.116 12.770 -81.770 45.171 -41.884 27.829 -27.336 19.147 -19.776 -33.381 -6.966 6.712 -17.738 12.383 -17.509 13.094 22.088 -13.210 10.734 -27.890 21.914 -27.204 0.733 3.475 0.814 1.344 -0.425 1.025 19.359 -27.602 19.014 -21.131 16.782 -15.183 12.295 2.477 -5.588 -2.703
-0.673 9.778 -17.702 3.052 -9.175 -1.065 12.802 9.800 -2.932 5.781 2.015 3.286 2.083 5.977 1.120 12.804 -33.408 -7.322 7.034 -18.068 12.696 -17.903 13.094 -82.211 45.473 -42.183 28.137 -27.623 19.499 -19.939 21.882 20.369 -25.852 13.934 -13.528 -15.585 -1.802 0.246 1.113 0.409 1.394 0.262 -23.003 23.022 -22.200 18.353 -18.861 13.692 -12.388 9.183 -0.049 1.551
-0.959 14.859 -20.481 4.231 -12.981 -1.310 19.206 14.001 -7.015 8.055 0.252 0.688 -0.177 1.423 -1.056 4.049 5.816 -23.196 24.374 -25.936 22.902 -22.479 19.765 -55.802 43.597 -37.997 32.716 -28.075 24.839 -22.393 3.510 22.971 -25.285 26.978 -23.073 5.426 -1.730 -2.014 0.271 -0.491 1.317 -0.421 -27.892 33.104 -27.113 25.743 -23.562 18.725 -16.117 4.990 3.450 2.839
17:07:07 03/17/10
-0.188 1.807 -0.963 2.229 -2.588 -0.056 -5.309 -4.956 -4.146 1.984 -2.423 -2.714 -3.148 -4.494 -3.914 -7.311 17.390 -0.955 6.881 1.536 3.524 1.981 1.409 17.697 -1.388 7.291 1.116 3.924 1.505 1.580 -20.424 -3.467 7.877 7.292 -4.162 23.230 0.756 -2.051 -1.032 -0.938 -0.506 -0.715 1.938 2.501 1.711 1.500 1.093 0.802 0.023 -6.310 3.192 0.606
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
144 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20
D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P
2.301 -5.220 -5.763 2.321 -0.529 0.002 -1.371 -1.386 -0.932 -0.700 -0.638 -0.566 -0.469 -0.389 -0.331 -0.275 -0.220 -0.166 -0.117 -0.074 -0.039 -0.018 -0.009 -0.003 1.615 1.101 0.798 0.568 0.387 0.222 0.088 0.022 -297.027 -297.882 -208.412 -132.799 -75.027 -28.158 1.594 -4.413 -3.177 -5.556 -35.820 -38.139 -40.557 -87.666 -75.261 -78.024 -415.671 -191.043 -363.907 -414.950
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-1.216 0.225 -7.135 3.602 -1.026 -0.046 -9.848 8.491 -10.013 8.682 -9.425 8.122 -5.939 4.903 -5.225 4.640 -4.782 4.363 -4.357 3.825 -0.905 0.479 -0.253 0.143 0.990 0.841 -0.380 0.433 0.240 0.172 -0.928 0.009 6.584 5.757 6.705 2.900 0.016 -6.350 -10.618 -18.603 -24.065 -26.443 -30.459 -35.634 -38.040 -51.917 -52.554 -55.293 -48.605 -15.519 4.713 -47.884
-3.920 5.391 -4.080 2.667 -0.987 -0.055 -11.838 12.682 -12.546 12.333 -12.107 11.494 -7.433 6.848 -6.651 6.446 -6.226 6.029 -5.819 5.263 -1.097 0.567 -0.294 0.169 -0.206 0.098 -1.320 0.064 -0.023 0.051 -1.375 0.011 313.431 312.633 222.497 138.055 74.845 15.207 -22.908 -33.280 -45.201 -47.581 -28.499 -36.490 -38.883 -12.905 -29.088 -31.796 318.012 160.581 378.638 318.733
17:07:07 03/17/10
-2.074 4.632 5.135 -2.101 0.413 0.001 1.221 1.212 0.802 0.589 0.526 0.462 0.382 0.314 0.260 0.209 0.157 0.108 0.063 0.030 0.012 0.002 -0.002 -0.001 -1.400 -0.920 -0.651 -0.453 -0.286 -0.134 -0.033 -0.000 320.477 319.679 224.492 137.749 76.415 17.378 -19.522 -30.772 -42.243 -44.626 -31.706 -39.674 -42.065 -12.966 -30.695 -33.398 320.266 160.856 388.687 320.987
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3
D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P
-293.581 -201.104 -97.623 -180.701 -71.477 -74.689 -13.912 -170.580 -2.381 -26.539 -73.659 -131.206 -207.005 -317.108 -316.334 -294.408 -233.605 -232.779 -201.878 -160.205 -159.431 -179.261 -134.377 -133.598 -95.809 -69.786 -76.021 -76.341 -58.743 -43.530 -30.567 -21.991 -6.343 -1.125 -0.306 -74.583 -58.790 -43.479 -30.519 -21.929 -13.849 -6.273 -1.042 -0.207 -21.472 3.807 -66.458 -54.432 -35.805 -32.147 0.701 -16.831
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-32.491 -22.511 3.822 1.000 -6.234 0.878 0.814 -16.814 -14.337 -4.787 1.336 4.293 7.918 -19.703 -18.929 -33.317 -19.830 -19.003 -23.285 -16.239 -15.465 -31.034 4.250 -23.878 -17.450 3.165 -4.684 -5.380 1.770 1.682 0.894 0.770 0.863 0.052 -0.050 -10.412 -9.742 -9.116 -5.741 -5.259 -4.768 -4.120 -0.711 -0.193 -11.422 2.492 -51.359 -42.644 -27.883 -25.377 0.425 -11.839
229.470 156.805 96.417 172.210 59.613 72.854 13.636 136.159 -26.370 16.715 76.118 139.249 223.516 277.593 278.367 228.644 193.609 194.435 156.031 126.879 127.653 129.436 132.320 95.366 68.163 69.596 66.152 66.169 58.319 43.215 29.957 21.430 6.360 0.817 0.082 57.726 42.968 28.658 21.186 13.394 6.123 -0.424 -0.120 -0.102 11.525 -0.325 -3.129 -2.436 -3.715 -3.208 -0.183 1.734
17:07:07 03/17/10
232.714 158.875 79.590 152.840 60.723 65.632 9.735 135.546 -22.985 18.886 77.687 138.943 225.510 278.823 279.597 231.888 194.088 194.915 158.101 126.193 126.967 153.415 112.587 113.699 81.876 57.610 65.255 67.327 50.237 35.593 25.249 17.242 2.738 0.140 -0.098 65.734 50.466 35.729 25.388 17.370 9.862 2.854 0.242 0.005 38.055 -4.148 48.350 40.119 24.908 23.580 -0.928 16.640
NG NG
NG
Helman O. Mozo
Page
Job
146 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21
D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P
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-1.201 2.224 -2.339 -0.069 -5.316 -4.982 -3.961 0.366 0.828 0.416 0.827 -2.241 -1.657 2.574 2.097 -4.868 -4.178 8.947 10.043 2.002 -0.110 -3.357 -2.455 -3.566 -3.185 -0.305 1.504 -1.375 2.354 -2.530 -0.065 -4.762 -4.466 -4.236 2.054 -3.057 -3.771 -4.879 -6.627 -5.699 -11.055 21.795 0.851 8.416 3.371 4.755 3.027 1.500 22.125 1.177 8.161 3.644
17:07:07 03/17/10
-22.267 4.196 -10.934 -1.370 14.032 9.162 -5.245 -10.987 9.157 -29.029 29.347 -36.370 34.822 45.290 -44.208 -58.745 56.949 -77.236 76.297 7.604 3.944 -60.186 -48.593 -34.631 -29.132 2.491 -15.659 15.374 -2.933 7.250 1.125 -21.321 -14.456 2.034 -4.723 -0.125 0.794 -0.059 2.051 -1.822 6.915 -63.402 44.097 -37.647 31.620 -27.501 24.068 -21.930 -1.385 -22.912 25.114 -27.337
NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
147 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28
D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P
-27.487 24.065 -21.999 3.009 23.058 -24.135 26.060 -23.239 5.267 -1.269 -1.455 0.279 -0.532 0.859 -0.285 -27.944 32.057 -27.588 25.808 -23.020 18.884 -16.086 4.897 3.641 3.025 -3.922 5.283 -3.965 2.627 -1.147 -0.055 -12.144 12.683 -12.518 12.191 -12.076 11.169 -7.654 6.793 -6.632 6.378 -6.224 5.981 -5.798 4.977 -1.340 0.562 -0.301 0.167 -0.117 0.189 -0.959
-26.504 16.307 -18.238 21.369 20.586 -25.852 13.988 -14.117 -15.399 -0.797 1.192 1.507 0.642 1.234 0.469 -24.199 21.308 -23.109 18.022 -18.902 13.603 -12.383 9.351 0.055 1.481 -1.303 0.043 -6.773 3.591 -1.172 -0.045 -10.033 8.000 -10.303 8.320 -9.639 7.684 -6.265 4.718 -5.332 4.490 -4.858 4.269 -4.381 3.599 -1.088 0.470 -0.262 0.141 1.597 1.311 0.169
-17.017 21.084 -15.958 -15.229 14.306 -10.880 24.891 -20.601 22.367 -1.095 -3.217 -0.976 -1.421 0.040 -0.880 -18.363 27.184 -19.077 21.159 -16.134 15.223 -12.209 -1.563 5.292 2.917 -4.425 7.642 0.780 0.273 -0.428 -0.047 -8.219 10.905 -8.403 9.775 -8.314 8.849 -5.301 5.517 -4.660 5.040 -4.430 4.580 -4.179 3.714 -1.033 0.490 -0.253 0.144 -1.701 -0.977 -1.475
4.493 3.323 1.350 -20.337 -3.685 9.133 5.975 -3.425 22.078 -0.034 -2.761 -1.486 -1.232 -0.710 -0.888 4.479 3.562 2.469 1.839 1.696 0.926 0.237 -6.526 3.100 0.717 -2.010 4.788 4.865 -2.057 0.430 0.002 1.270 1.821 1.177 0.889 0.800 0.699 0.579 0.477 0.396 0.317 0.239 0.163 0.092 0.042 0.015 0.000 -0.003 -0.002 -2.057 -1.392 -0.985
17:07:07 03/17/10
23.900 -23.546 20.823 3.507 -22.185 22.420 -27.554 24.221 -9.511 1.361 1.940 0.016 0.789 -0.700 0.451 27.367 -32.719 27.127 -26.199 22.676 -19.102 16.036 -3.628 -4.110 -3.177 4.139 -5.872 3.359 -2.413 1.032 0.061 11.961 -12.942 12.327 -12.361 11.904 -11.328 7.524 -6.905 6.525 -6.479 6.128 -6.070 5.715 -5.045 1.301 -0.585 0.284 -0.174 0.438 0.087 1.183
NG NG NG NG
Helman O. Mozo
Page
Job
148 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26
D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.128 0.015 0.110 -1.036 0.053 320.365 319.566 225.293 138.694 77.608 19.040 -17.995 -29.087 -40.592 -42.975 -28.690 -41.923 -46.280 -13.042 -33.743 -38.523 320.112 159.653 388.533 320.833 232.602 158.800 96.063 171.893 59.577 72.925 13.586 136.408 -21.459 20.548 78.880 139.888 226.311 278.683 279.457 231.775 194.015 194.842 158.026 126.365 127.139 129.833 132.365 95.024 68.083 69.407 66.236
0.688 0.408 0.292 -0.661 0.045 13.040 12.213 15.087 10.299 13.006 7.870 -2.747 -14.874 -19.687 -22.072 -34.406 -44.851 -49.220 -54.910 -63.255 -68.059 -53.181 -14.712 12.716 -52.459 -32.516 -21.610 4.117 1.336 -6.041 0.449 0.756 -16.712 -6.449 9.433 14.327 11.693 16.299 -23.882 -23.108 -33.343 -22.706 -21.880 -22.384 -18.263 -17.489 -30.327 4.912 -23.631 -17.121 3.078 -4.443
-0.471 -0.357 -0.111 -0.794 0.022 487.535 486.753 339.498 209.843 112.637 25.330 -23.855 -36.004 -50.665 -53.046 -26.680 -41.462 -45.812 8.307 -18.122 -22.891 524.757 249.260 591.754 525.478 375.485 254.098 136.494 252.196 92.636 106.210 18.488 215.234 -27.225 26.810 113.885 210.950 340.432 443.315 444.089 374.659 310.377 311.204 253.324 202.346 203.120 220.504 190.107 162.205 116.080 98.325 100.874
-0.688 -0.435 -0.200 -0.045 0.002 320.013 319.215 216.920 129.389 61.770 1.937 -25.409 -31.776 -43.732 -46.110 -26.155 -37.350 -41.709 -4.417 -22.702 -27.487 328.053 159.678 390.039 328.775 236.032 159.848 78.765 151.059 60.513 66.175 9.764 135.175 -28.897 3.445 63.043 130.583 217.938 285.947 286.721 235.206 198.435 199.262 159.074 128.022 128.796 152.696 111.671 113.084 81.396 57.233 64.982
17:07:07 03/17/10
0.044 0.139 0.025 1.119 -0.021 -296.509 -297.364 -207.915 -131.821 -73.763 -26.853 3.276 -2.872 -1.681 -4.060 -34.667 -37.912 -42.301 -89.786 -79.649 -84.488 -415.983 -189.735 -363.844 -415.261 -293.735 -201.151 -114.052 -199.749 -70.318 -82.027 -17.763 -171.430 -0.698 -25.235 -72.395 -130.228 -206.508 -317.167 -316.393 -294.562 -233.664 -232.837 -201.925 -160.396 -159.622 -155.670 -154.085 -114.873 -82.005 -81.548 -76.992
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3
D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P
66.040 58.073 43.050 29.990 21.343 6.326 0.968 0.085 57.607 42.828 28.713 21.117 13.361 6.105 -0.268 -0.117 -0.103 13.597 -0.510 -3.150 -2.619 -4.162 -3.814 -0.337 1.887 -1.190 2.389 -2.839 -0.060 -5.188 -4.850 -3.981 0.601 0.855 0.392 0.679 -2.043 -1.937 2.718 2.363 -4.984 -4.830 9.714 10.080 2.002 -0.347 -3.020 -2.357 -3.614 -3.312 -0.382 1.775
-5.730 1.461 1.474 0.855 0.665 0.836 0.165 -0.046 -10.651 -10.005 -9.186 -5.867 -5.337 -4.814 -4.022 -0.706 -0.193 -12.994 1.054 -40.595 -34.101 -27.960 -25.503 0.378 -8.398 12.578 0.195 4.734 0.802 -20.281 -15.296 0.328 6.206 -4.228 18.296 -22.081 26.320 -31.749 -32.400 38.736 40.895 -50.627 68.882 -52.255 -2.894 -0.770 31.590 27.843 20.066 17.740 -1.903 10.244
102.171 83.107 60.867 42.791 30.073 7.765 1.239 0.132 94.432 71.917 50.307 36.171 24.147 12.990 2.961 0.390 -0.012 36.617 -1.972 32.473 27.586 19.249 17.839 -1.010 11.452 -16.582 4.241 -10.523 -0.947 10.876 6.902 -6.877 -5.795 5.007 -17.687 23.092 -29.661 28.506 36.650 -34.936 -48.808 42.873 -54.208 67.371 6.617 0.190 -39.556 -33.917 -27.796 -24.500 1.194 -7.446
67.646 50.401 35.710 25.328 17.297 2.741 0.135 -0.098 65.929 50.677 35.870 25.488 17.443 9.908 2.869 0.240 0.004 38.886 -3.076 50.211 42.763 32.090 30.025 -1.651 16.107 -27.100 4.957 -13.139 -1.286 19.315 14.136 -7.234 -7.669 3.993 -23.289 29.963 -37.622 39.192 46.093 -48.406 -60.214 61.301 -83.095 79.489 8.032 0.485 -61.498 -52.846 -41.012 -35.444 2.563 -12.974
17:07:07 03/17/10
-75.062 -66.576 -50.987 -35.304 -26.092 -9.930 -1.950 -0.489 -66.468 -51.151 -36.466 -26.249 -17.921 -10.092 -3.154 -0.683 -0.101 -0.459 -0.057 -9.861 -7.247 -4.777 -3.049 -0.139 -0.838 -6.952 1.046 -1.946 -0.183 -1.948 -0.299 1.147 -2.482 -2.518 -0.245 -0.362 0.493 0.429 -1.626 -1.335 3.252 3.159 -11.094 -11.360 0.891 0.112 -9.917 -7.148 -4.480 -2.763 -0.150 -0.994
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG
Helman O. Mozo
Page
Job
150 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26
D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P
-1.490 2.436 -2.969 -0.072 -4.835 -4.544 -4.152 2.056 -2.415 -2.712 -3.149 -4.491 -3.917 -7.296 17.668 -1.369 7.287 1.118 3.940 1.541 1.757 17.212 -0.921 6.849 1.556 3.494 1.956 1.218 -20.440 -3.850 8.730 6.336 -3.736 22.965 0.438 -2.097 -1.028 -0.937 -0.501 -0.699 2.905 2.457 1.855 1.356 1.231 0.655 0.117 -6.344 3.351 0.674 -2.085 4.843
-16.814 5.190 -11.330 -0.964 10.853 6.856 -7.314 6.640 -1.674 -1.919 -2.429 -3.145 -3.208 -4.769 32.571 -25.489 28.894 -21.655 22.721 -17.397 17.594 -15.936 27.812 -20.790 25.028 -18.071 20.487 -15.893 -14.735 13.613 -11.088 24.526 -19.959 22.273 -1.321 -3.233 -0.596 -1.150 0.547 -0.909 -17.738 27.106 -19.094 20.581 -16.778 14.766 -12.086 -1.283 5.297 2.613 -4.514 7.910
12.254 -0.674 5.339 0.801 -19.749 -14.808 0.520 -2.838 -1.969 -1.922 -2.437 -3.134 -3.224 -4.776 -15.626 27.605 -20.539 24.755 -17.783 20.221 -15.459 32.231 -25.055 28.518 -21.300 22.372 -17.068 17.255 -14.611 -19.198 23.853 -15.274 14.538 11.489 1.998 0.148 -0.908 -0.218 -1.276 -0.111 21.999 -23.494 21.811 -18.596 18.571 -13.812 12.249 -7.917 -0.428 -1.644 1.460 -0.829
18.214 -3.001 9.626 1.056 -25.842 -18.708 4.871 -5.094 -0.362 0.675 -0.182 1.428 -1.065 3.956 -56.691 44.450 -38.894 33.584 -28.965 25.673 -23.326 7.937 -23.919 25.227 -26.768 23.756 -23.253 20.975 3.945 -21.601 22.724 -27.978 24.013 -9.892 1.782 2.333 -0.061 0.683 -1.211 0.448 27.628 -33.436 26.684 -25.941 23.227 -18.771 16.223 -3.731 -4.242 -3.206 4.121 -6.286
17:07:07 03/17/10
-7.154 1.057 -1.966 -0.169 -2.040 -0.363 1.188 0.861 2.406 4.077 2.791 7.340 1.802 15.344 -67.299 21.783 -20.907 5.659 -9.116 0.826 -4.293 -66.840 21.362 -20.492 5.246 -8.690 0.450 -3.717 27.774 4.911 -10.512 -8.014 4.919 -27.293 -0.408 2.447 1.236 1.129 0.618 0.822 -3.279 -2.910 -2.191 -1.651 -1.472 -0.819 -0.148 7.599 -3.848 -0.814 2.312 -5.431
NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
151 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22
D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P
4.957 -2.130 0.363 0.001 0.933 1.254 0.814 0.569 0.522 0.467 0.383 0.313 0.260 0.209 0.157 0.108 0.063 0.030 0.012 0.002 -0.002 -0.001 -1.363 -0.920 -0.651 -0.453 -0.286 -0.134 -0.033 -0.000 326.599 325.800 230.258 136.169 69.041 7.840 -30.384 -35.781 -47.974 -50.350 -25.821 -41.801 -46.648 -1.288 -18.412 -20.735 328.031 159.001 397.695 328.752 237.701 161.138
0.744 0.279 -0.385 -0.047 -8.317 10.498 -8.699 9.616 -8.561 8.900 -5.300 5.428 -4.783 5.003 -4.500 4.569 -4.221 3.904 -0.866 0.495 -0.246 0.145 -1.210 -0.670 -1.464 -0.331 -0.264 -0.095 -1.021 -0.010 490.464 489.682 344.413 206.207 108.207 20.959 -34.181 -40.686 -55.820 -58.197 -24.376 -42.158 -46.999 15.898 -6.238 -8.551 530.548 248.133 598.219 531.270 379.167 255.774
6.512 -3.405 0.893 0.049 9.685 -8.668 9.882 -8.794 9.313 -8.226 5.853 -4.978 5.154 -4.707 4.719 -4.422 4.303 -3.868 0.878 -0.495 0.242 -0.147 -0.774 -0.660 0.527 -0.319 -0.138 -0.084 0.983 0.013 19.015 18.188 17.260 10.424 5.402 -3.902 -10.144 -19.748 -25.065 -27.443 -32.853 -44.714 -49.575 -46.898 -52.749 -55.094 -47.669 -14.402 19.318 -46.947 -28.920 -19.948
3.722 -2.337 1.007 0.058 12.190 -12.922 12.397 -12.412 12.003 -11.606 7.345 -6.921 6.581 -6.513 6.163 -6.088 5.765 -5.306 1.070 -0.584 0.283 -0.173 0.356 0.084 1.467 0.051 0.125 0.037 1.430 0.010 -294.065 -294.919 -201.228 -119.157 -59.189 -14.296 13.857 1.172 2.744 0.360 -36.496 -40.950 -45.833 -102.432 -94.358 -96.732 -423.860 -188.465 -365.358 -423.138 -297.080 -202.139
17:07:07 03/17/10
-5.584 2.350 -0.479 0.002 -1.082 -1.428 -0.944 -0.680 -0.633 -0.571 -0.470 -0.388 -0.330 -0.276 -0.220 -0.166 -0.117 -0.074 -0.039 -0.018 -0.009 -0.003 1.577 1.101 0.798 0.568 0.387 0.222 0.088 0.022 -302.324 -303.179 -212.329 -128.603 -64.283 -15.912 15.895 4.520 6.364 3.978 -36.954 -40.575 -45.458 -104.304 -96.477 -98.850 -423.546 -189.185 -372.653 -422.825 -298.610 -203.384
Helman O. Mozo
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152 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3
D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P
78.889 150.892 60.499 65.857 9.735 135.402 -33.822 9.473 70.314 137.363 231.276 285.109 285.883 236.875 197.708 198.534 160.364 127.172 127.946 152.192 111.513 112.831 81.381 57.225 65.064 67.493 50.212 35.600 25.247 17.242 2.738 0.140 -0.098 65.754 50.460 35.731 25.387 17.370 9.862 2.854 0.242 0.005 -23.523 12.751 37.923 -0.656 -1.058 -1.007 -1.046 0.612 0.551 0.594
136.296 250.002 92.507 106.005 18.502 215.135 -37.497 22.459 109.455 207.314 345.347 447.826 448.600 378.340 312.987 313.813 255.000 203.042 203.816 218.815 189.124 161.625 115.747 98.025 100.706 102.294 83.122 60.914 42.710 30.096 7.787 1.136 0.129 94.420 71.847 50.169 36.145 24.117 12.968 2.838 0.387 -0.011 -12.917 35.091 28.645 -19.934 -1.442 -1.377 -1.442 -0.223 -0.228 -0.226
-21.703 -28.190 -4.484 -9.943 -4.991 -18.127 -13.862 -1.961 6.722 11.818 18.472 -19.222 -18.448 -29.746 -20.047 -19.220 -20.722 -17.825 -17.052 5.422 -25.811 4.134 3.604 -15.200 -6.036 -3.675 -10.270 -9.621 -6.211 -5.519 -4.468 -1.038 -0.355 1.549 1.422 1.366 0.610 0.700 0.781 0.702 -0.089 -0.010 -18.246 -12.621 32.536 22.288 -0.223 -0.228 -0.226 0.996 0.920 0.991
-113.724 -198.713 -70.104 -82.256 -17.813 -171.224 9.858 -12.046 -57.821 -117.563 -199.821 -324.253 -323.479 -297.906 -237.991 -237.165 -202.912 -162.309 -161.535 -153.931 -152.980 -114.271 -81.521 -81.525 -76.731 -75.342 -66.793 -51.162 -35.273 -26.180 -9.965 -1.803 -0.486 -66.568 -51.293 -36.407 -26.318 -17.953 -10.109 -2.994 -0.680 -0.100 5.825 -25.134 10.551 34.495 0.612 0.551 0.594 0.612 0.551 0.594
17:07:07 03/17/10
-96.923 -178.753 -71.254 -74.914 -13.912 -170.438 11.896 -13.662 -62.916 -127.010 -210.922 -323.323 -322.549 -299.437 -237.198 -236.372 -204.158 -161.170 -160.396 -178.039 -133.302 -132.729 -95.313 -69.401 -75.830 -76.507 -58.717 -43.538 -30.565 -21.992 -6.343 -1.125 -0.306 -74.603 -58.784 -43.480 -30.519 -21.929 -13.849 -6.273 -1.042 -0.207 40.131 0.323 -21.720 13.708 0.612 0.551 0.594 -1.058 -1.007 -1.046
Helman O. Mozo
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Job
153 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6
D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D764P D765P D766P D767P D768P D769P D770P
0.612 0.551 0.594 -1.058 -1.007 -1.046 1.456 -0.701 -0.711 1.523 -9.826 -1.669 -1.801 1.346 0.036 0.027 0.962 -2.382 -1.447 -1.459
0.996 0.920 0.991 -0.223 -0.228 -0.226 0.541 -2.712 1.102 1.109 -8.507 1.352 -5.711 0.246 -1.506 1.188 1.055 -1.387 0.191 -2.654
-0.223 -0.228 -0.226 -1.442 -1.377 -1.442 1.059 1.115 -2.714 0.588 -9.034 -4.498 2.305 1.328 1.175 -1.529 -0.027 -2.484 -2.690 0.139
-1.058 -1.007 -1.046 -1.058 -1.007 -1.046 -0.709 1.515 -3.638 -1.424 -1.297 -6.322 5.617 0.035 1.130 -2.563 -1.439 -1.465 -2.676 1.182
17:07:07 03/17/10
-1.058 -1.007 -1.046 0.612 0.551 0.594 -3.597 -1.428 -1.419 -3.661 5.841 -0.956 -1.071 -2.754 -1.450 -1.437 -2.375 0.954 0.025 0.024
NG NG
Helman O. Mozo
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Job
154 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 1 "COMBO 1-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0006712 4.112e-005 -0.00677 0.2359 0.2806 0.1150 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01603 -940.3 63.22 0.0000 0.0000 0.0000 -3.506 -947.4 71.81 D4Z13P 0.01543 188.3 -12.66 0.0000 0.0000 0.0000 0.01543 181.6 0.6771 D5Z19P 0.0173 1.168e-005 -0.001165 -0.0027 0.0330 0.0086 -6.323 -6.34 18.73 D6Z26P 0.02593 -877.2 58.97 0.0000 0.0000 0.0000 -2.507 -883.1 85.26 D7Z31P 0.02532 192.8 -12.97 0.0000 0.0000 0.0000 0.02532 187.3 18.35 D8Z26P 0.02616 0.0009909 -0.00221 -0.0015 0.0393 0.0124 -5.807 -5.832 26.28 D9Z13P 0.018 0.0002201 -0.001321 0.0041 -0.0162 0.0084 -6.685 -6.703 13.34 D10Z31P 0.02591 0.0006333 -0.002398 0.0075 -0.0214 0.0188 -5.468 -5.494 31.32 D11Z36P 0.02545 0.0005047 -0.002488 -0.0057 0.0304 0.0190 -5.133 -5.158 36.32 D12Z45P 0.03428 0.002166 -0.003722 -0.0003 0.0437 0.0225 -4.569 -4.601 44.57 D13Z45P 0.03424 -923.2 62.06 0.0000 0.0000 0.0000 -2.349 -927.8 106.6 D14Z50P 0.03212 190.8 -12.83 0.0000 0.0000 0.0000 0.03212 186.6 37.53 D15Z55P 0.03042 0.000928 -0.003961 -0.0028 0.2072 0.0178 -3.853 -3.882 55.28 D16Z68P 0.0234 -0.0008615 -0.0009083 -0.0016 -0.3589 0.1100 3.055 -3.032 67.95 D17Z68P 0.02305 0.000657 -0.003994 -0.0373 -0.2402 0.0574 -3.008 -3.031 67.95 D18Z55P 0.03086 -0.001135 -0.0006243 -0.0039 0.2014 0.0561 3.914 -3.884 55.28 D19Z75P 0.01166 -0.001682 -0.001742 -0.0049 -0.0032 0.0952 2.545 -2.535 75.35 D20Z75P 0.01356 0.001594 -0.003321 0.0416 -0.1482 0.0501 -2.52 -2.532 75.35 D21Z81P 0.005769 -0.001176 -0.002713 -0.0227 -0.0783 0.1066 2.138 -2.134 81.32 D22Z81P 0.004791 0.001247 -0.002118 0.0041 -0.0263 0.0479 -2.128 -2.131 81.32 D23Z86P 0.001556 0.0006298 -0.0009736 -0.0126 -0.0348 0.0522 -1.825 -1.826 85.87 D24Z86P 0.0009077 -0.0009188 -0.003908 0.0192 -0.0154 0.1109 1.827 -1.827 85.87 D25Z90P -0.0003622 -0.001324 -0.005093 -0.0878 -0.0600 0.1114 1.576 -1.578 89.59 D26Z90P -0.0002495 0.001686 0.0002959 0.0479 -0.0522 0.0514 -1.577 -1.575 89.6 D27Z93P 0.0004659 -0.0002186 0.002111 -0.0902 0.1398 0.0499 -1.325 -1.325 93.34 D28Z50P 0.03221 0.001319 -0.003882 0.0130 -0.0935 0.0341 -4.182 -4.213 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01504 940.3 -63.22 0.0000 0.0000 0.0000 3.538 933.3 -54.63 D31Z19P 0.01765 -0.0007275 -0.0009698 -0.0013 0.0259 0.0219 6.358 -6.341 18.73 D32Z26P 0.02432 877.2 -58.98 0.0000 0.0000 0.0000 2.557 871.4 -32.69 D33Z26P 0.02435 -0.0002306 -0.0009008 -0.0029 0.0393 0.0304 5.857 -5.833 26.28 D34Z13P 0.01767 -7.028e-005 -0.0003243 0.0099 -0.0027 0.0177 6.721 -6.703 13.34 D35Z31P 0.0254 -0.0005058 -0.001031 0.0012 -0.0012 0.0398 5.52 -5.495 31.32 D36Z36P 0.02583 -0.0007949 -0.001193 0.0009 0.0309 0.0439 5.184 -5.159 36.32 D37Z45P 0.03344 -0.001389 -0.0005536 -0.0022 0.0439 0.0533 4.637 -4.605 44.57 D38Z45P 0.0334 923.2 -62.07 0.0000 0.0000 0.0000 2.417 918.6 -17.49 D39Z50P 0.03217 -0.001261 -0.0005707 -0.0070 -0.0787 0.0685 4.247 -4.216 50.35 D40Z113P 0.1505 -0.0001951 0.009233 -0.0110 0.5584 0.1070 -1.174 -1.325 113.3 D41Z113P 0.1505 0.0002601 -0.01489 0.0188 0.5601 0.1775 1.476 -1.325 113.2 D42Z110P 0.1189 -0.000173 0.00853 0.0159 0.5312 0.0975 -1.206 -1.325 109.9
17:07:07 03/17/10 Designed by
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155 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.1189 0.0003151 0.08942 -0.0002274 0.08942 0.000336 0.06223 -0.0001956 0.06226 0.000261 0.03793 -0.0001168 0.03787 0.0002104 0.01708 2.677e-005 0.01727 -0.0001053 0.00644 0.002727 0.0262 0.002894 0.04919 0.001107 0.07532 0.0009953 0.1037 0.000473 0.1344 0.0004264 0.1666 0.0002885 0.009951 -0.006787 0.02782 -0.0006236 0.05011 -0.002485 0.07567 -0.0001999 0.104 -0.0008578 0.1344 -0.0001257 0.1667 -0.0002191 0.1851 0.0002784 0.1948 -0.0005281 0.1947 0.0008005 0.185 -0.0001093 0.2116 0.0001528 0.2117 0.0009419 0.2293 0.0001083 0.2294 0.0005714 0.2473 0.000252 0.2473 0.0005812 0.2657 0.0001924 0.2658 0.000323 0.2847 0.0003207 0.2847 0.0003006 0.3037 0.0002854 0.3038 6.712e-005 0.323 -0.00019 0.3231 0.000429 0.3642 0.0005203 0.3641 -0.0003849 0.3362 -0.0002736 0.3498 0.0007252 0.3499 -0.0005903 0.3362 0.0004666 0.5391 -0.0003367 0.5391 -9.132e-005 0.3728 -0.0003048 0.3818 0.0005147 0.3909 -0.0003473
-0.01405 0.007658 -0.01303 0.0066 -0.0118 0.005337 -0.01036 0.003848 -0.008632 0.003046 -0.009602 0.006023 -0.01248 0.008138 -0.01451 0.009545 -0.00766 0.004652 -0.01111 0.00718 -0.01358 0.008923 -0.01526 -0.01206 0.00452 -0.01045 0.006233 0.004807 -0.01081 0.005095 -0.01109 0.005307 -0.01137 0.005521 -0.01158 0.005671 -0.01178 0.005826 -0.01193 -0.01208 0.005934 0.002102 -0.008324 -0.01086 0.003415 -0.0096 0.004712 0.003118 -0.0095 -0.008518 0.002422 -0.00883
-0.0336 -0.0161 0.0462 0.0333 -0.0884 -0.0438 0.1363 0.0894 -0.2562 -0.0057 0.0213 0.0046 0.0084 -0.0013 0.0051 0.0019 0.0079 -0.0075 -0.0131 -0.0034 -0.0025 -0.0006 -0.0141 -0.0856 0.0167 -0.0481 0.0635 -0.0242 0.0174 0.0038 0.0055 -0.0033 0.0045 -0.0007 0.0067 -0.0022 0.0028 -0.0016 0.0135 0.0025 -0.0046 -0.0002 -0.0219 -0.0148 0.0185 -0.0244 0.0071 0.0055 -0.0015 0.0016 0.0082 -0.0026
17:07:07 03/17/10
0.5231 0.4821 0.4976 0.4625 0.4305 0.3595 0.4233 0.3903 0.2573 0.2969 0.3628 0.4235 0.4710 0.5091 0.5473 0.5502 0.2940 0.3523 0.4182 0.4677 0.5080 0.5466 0.5606 0.5570 0.6288 0.6346 0.5481 0.7047 0.7109 0.7210 0.7178 0.7325 0.7323 0.7554 0.7546 0.7672 0.7675 0.7743 0.7722 0.7776 0.7824 0.8810 0.8875 0.7960 0.8152 0.8172 0.7745 1.0330 1.0332 0.9137 0.9341 0.9567
0.1671 0.0880 0.1567 0.0784 0.1463 0.0689 0.1359 0.0594 0.1254 0.0547 0.1307 0.0737 0.1515 0.0927 0.1723 0.1117 0.1202 0.0642 0.1411 0.0832 0.1619 0.1022 0.1827 0.2032 0.1205 0.2121 0.1182 0.1206 0.2100 0.1208 0.2079 0.1209 0.2058 0.1211 0.2038 0.1212 0.2017 0.1213 0.1996 0.1975 0.1215 0.1102 0.2068 0.2016 0.1154 0.2063 0.1212 0.1102 0.2067 0.2068 0.1102 0.2068
1.444 -1.236 1.414 -1.263 1.387 -1.287 1.363 -1.308 1.342 -1.319 1.351 -1.276 1.4 -1.221 1.459 -1.158 1.335 -1.297 1.375 -1.249 1.429 -1.191 1.492 1.087 -0.4952 0.8847 -0.7167 -0.4784 0.9017 -0.4607 0.9194 -0.4427 0.9373 -0.4243 0.9558 -0.4053 0.9747 -0.3863 0.9938 1.013 -0.3669 0.01418 0.7141 0.9129 -0.1135 0.8132 -0.2405 0.1891 0.8891 0.7228 0.03176 0.7409
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.322 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -1.332 -1.326 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9014 -0.6905 -0.6892 -0.9018 -0.6898 -0.6891 -0.6899 -0.6894 -0.6897 -0.6894 -0.6898 -0.6897 -0.6897 -0.6897 -0.6897 -0.6899 -0.6902 -0.6896 -0.3495 -0.3504 -0.5769 -0.4626 -0.4639 -0.5762 -0.3503 -0.3501 -0.3503 -0.3495 -0.3503
109.9 106.6 106.6 103.3 103.3 99.99 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
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156 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.4003 0.0004037 0.002667 0.0073 0.9771 0.1102 0.4098 -0.0002932 -0.009069 -0.0016 0.9946 0.2068 0.4195 0.0002986 0.002842 0.0067 1.0016 0.1102 0.4292 -0.0002642 -0.009237 -0.0018 1.0065 0.2068 0.439 0.0001928 0.002966 0.0065 1.0172 0.1102 0.4489 -0.0002303 -0.009359 -0.0017 1.0260 0.2068 0.4588 8.686e-005 0.003052 0.0064 1.0324 0.1102 0.4689 -0.0001982 -0.009441 -0.0017 1.0373 0.2068 0.4789 -1.908e-005 0.003101 0.0063 1.0415 0.1102 0.489 -0.0001663 -0.009487 -0.0016 1.0447 0.2067 0.4991 -0.0001248 0.003116 0.0058 1.0388 0.1102 0.5091 -0.0001356 -0.009498 -0.0016 1.0321 0.2067 0.5191 -0.0002307 0.003118 0.0055 1.0329 0.1102 0.5291 -0.000106 -0.0095 -0.0015 1.0332 0.2067 -0.001398 -0.0005198 0.001463 0.0551 0.0052 0.0482 0.001132 0.001845 -0.0003734 -0.0225 -0.0200 0.0529 0.003842 0.00096 -0.001559 0.0204 -0.0463 0.0495 0.007651 0.001119 -0.002573 -0.0014 -0.0751 0.0499 0.02144 0.004014 -0.004061 0.0028 -0.0256 0.0426 0.06371 0.001205 -0.006537 0.0185 -0.1502 0.0444 0.01506 0.000719 -2.062e-005 0.0021 0.0850 0.0053 0.01606 0.0003049 -0.00117 -0.0013 0.0853 -0.0007 0.3818 -0.0003476 -0.008674 0.0035 0.9338 0.2068 0.4003 -0.0003149 -0.00895 -0.0031 0.9759 0.2068 0.4195 -0.0002799 -0.009154 -0.0014 1.0015 0.2068 0.439 -0.0002468 -0.009298 -0.0018 1.0183 0.2068 0.4588 -0.0002143 -0.0094 -0.0017 1.0324 0.2068 0.4789 -0.0001821 -0.009464 -0.0017 1.0404 0.2068 0.4991 -0.0001507 -0.009493 -0.0016 1.0386 0.2067 0.5191 -0.0001207 -0.009499 -0.0015 1.0340 0.2067 -0.002634 0.002177 -0.006381 -0.0663 -0.0066 0.1119 0.0006645 -0.002047 -0.004454 0.0090 -0.0033 0.1119 0.002633 -0.0006305 -0.00342 -0.0144 -0.0566 0.1088 0.009746 -0.001702 -0.002165 -0.0123 -0.0593 0.1026 0.01229 -0.00154 -0.001667 0.0006 -0.0247 0.0927 0.06376 -0.001063 0.001702 -0.0094 -0.1109 0.0857 0 0 0 0.0000 0.0000 0.0000 0.0006549 -2.836e-005 -0.00693 -0.2433 0.2910 -0.0384 940.4 0.0007285 63.22 0.0000 0.0000 0.0000 1000 4.423e-005 113.8 0.0000 0.0000 0.0000 877.2 -0.000228 58.98 0.0000 0.0000 0.0000 1000 -0.0005235 105 0.0000 0.0000 0.0000 923.2 -0.001392 62.07 0.0000 0.0000 0.0000 1000 -0.001251 111.3 0.0000 0.0000 0.0000 0.01711 -0.001838 -0.001427 0.0039 -0.3706 -0.0549 0.02403 -0.001505 -0.0009791 -0.0032 0.2130 -0.0105 0.007473 -0.000603 -0.00227 -0.0035 -0.0049 -0.0341 0.001973 -0.0004555 -0.00327 0.0028 -0.0347 -0.0384 -0.0003732 -6.457e-005 -0.004269 -0.0294 -0.0100 -0.0409 -0.001366 0.0008629 -0.005394 0.0782 -0.0722 -0.0395 940.4 -0.0004235 63.22 0.0000 0.0000 0.0000 0.01607 -0.0004153 0.0002612 -0.0023 0.0859 0.0018
17:07:07 03/17/10
0.05027 0.7598 0.06946 0.7792 0.08898 0.7989 0.1088 0.8189 0.1289 0.839 0.1491 0.8591 0.1691 0.8791 -1.441 -1.691 -1.964 -2.308 -2.739 -3.341 7.038 -7.006 0.7318 0.7503 0.7695 0.789 0.8088 0.8289 0.8491 0.8691 1.437 1.693 1.97 2.326 2.773 3.469 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.048 3.907 2.541 2.134 1.826 1.575 947.4 7.039
-0.3496 -0.3503 -0.3497 -0.3503 -0.3498 -0.3502 -0.3499 -0.3502 -0.35 -0.3502 -0.3501 -0.3501 -0.3502 -0.3501 -1.44 -1.69 -1.967 -2.315 -2.756 -3.404 -7.022 -7.022 -0.3503 -0.3503 -0.3503 -0.3502 -0.3502 -0.3502 -0.3502 -0.3501 -1.438 -1.694 -1.968 -2.318 -2.762 -3.406 1.457e-011 1.325 -3.522 4.423e-005 -2.533 -0.0005235 -2.385 -0.001251 3.029 3.882 2.533 2.132 1.826 1.577 3.522 7.022
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 127.1 85.26 136.3 106.6 161.7 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0 0.01712 0.0004794 877.2 -0.0004743 0.02179 -0.0004722 0.01822 0.0001522 0.02226 -0.0005417 0.02226 -0.0006084 0.02704 -0.0008923 923.2 -0.0008888 0.02549 -0.001241 0.1511 0.0003735 0.1195 0.0004971 0.09005 0.0003926 0.06284 0.000398 0.03833 0.0003083 0.01754 0.0003961 0.02657 -0.002476 0.07593 -0.0002917 0.135 0.0003501 0.01012 0.006947 0.05064 0.00308 0.1046 0.00162 0.1673 0.001024 0.1858 0.0006976 0.1957 0.0003093 0.2123 0.0009165 0.2298 0.0006562 0.2476 0.0006252 0.2658 0.0003632 0.2846 0.000323 0.3035 9.713e-005 0.3227 7.48e-005 0.3632 -0.0004501 0.3355 -9.505e-005 0.349 -2.034e-005 0.5393 -9.092e-005 0.3719 -0.0002541 0.3901 -0.0002373 0.4091 -0.0002276 0.4286 -0.0002141 0.4485 -0.0001953 0.4686 -0.0001759 0.4889 -0.0001561 0.5091 -0.0001333 0.5292 -0.000105 0.3809 -0.0003186 0.3995 -0.000295 0.4188 -0.0002654 0.4385 -0.0002365 0.4585 -0.0002072 0.4787 -0.0001779 0.499 -0.0001489
0 -0.000614 58.98 -0.0006905 2.064e-005 -0.0008684 -0.001069 -0.0007574 62.07 -0.000864 -0.0149 -0.01407 -0.01307 -0.01185 -0.01044 -0.008752 -0.009704 -0.01253 -0.01453 -0.007799 -0.01118 -0.01361 -0.01527 -0.01201 -0.01032 -0.01065 -0.01098 -0.01122 -0.01146 -0.01164 -0.01181 -0.01194 -0.008347 -0.0108 -0.00958 -0.009519 -0.008522 -0.008835 -0.009075 -0.009248 -0.00937 -0.009453 -0.009499 -0.009515 -0.009518 -0.008698 -0.008973 -0.009176 -0.009319 -0.009421 -0.009485 -0.009513
0.0000 0.0000 0.0000 0.0036 0.0105 -0.0074 0.0000 0.0000 0.0000 0.0053 0.0264 -0.0096 -0.0070 -0.0127 -0.0073 0.0008 -0.0055 -0.0143 0.0026 0.0160 -0.0149 0.0035 0.0309 -0.0175 0.0000 0.0000 0.0000 0.0073 -0.0863 -0.0277 -0.0163 0.5612 -0.0956 0.0327 0.5229 -0.0861 -0.0470 0.4981 -0.0765 0.0865 0.4317 -0.0670 -0.1393 0.4262 -0.0575 0.2515 0.2608 -0.0479 -0.0252 0.3661 -0.0527 -0.0095 0.4719 -0.0718 -0.0008 0.5467 -0.0908 -0.0121 0.2981 -0.0432 0.0107 0.4201 -0.0622 0.0008 0.5082 -0.0813 -0.0034 0.5526 -0.1004 0.0591 0.5475 -0.1056 0.0148 0.6244 -0.1074 -0.0170 0.6967 -0.1078 0.0119 0.7131 -0.1081 0.0042 0.7249 -0.1085 0.0068 0.7480 -0.1089 0.0049 0.7597 -0.1092 0.0057 0.7678 -0.1096 0.0023 0.7751 -0.1099 -0.0011 0.8801 -0.0995 0.0173 0.7623 -0.1101 0.0323 0.7998 -0.1045 -0.0014 1.0399 -0.0995 -0.0102 0.9164 -0.0995 -0.0023 0.9635 -0.0995 -0.0024 0.9998 -0.0995 -0.0021 1.0152 -0.0995 -0.0020 1.0331 -0.0995 -0.0020 1.0442 -0.0995 -0.0019 1.0499 -0.0995 -0.0017 1.0408 -0.0995 -0.0015 1.0404 -0.0995 0.0017 0.9427 -0.0995 0.0004 0.9837 -0.0995 0.0000 1.0087 -0.0995 -0.0005 1.0242 -0.0995 -0.0005 1.0394 -0.0995 -0.0006 1.0485 -0.0995 -0.0009 1.0457 -0.0995
17:07:07 03/17/10
7.6 6.358 883.1 5.855 6.721 5.517 5.18 4.63 927.8 4.24 1.476 1.445 1.415 1.388 1.363 1.343 1.352 1.401 1.46 1.335 1.376 1.43 1.492 1.087 0.8857 0.9023 0.9198 0.9376 0.9558 0.9746 0.9935 1.013 0.7132 0.9122 0.8124 0.8893 0.7219 0.7401 0.7591 0.7786 0.7985 0.8186 0.8389 0.8591 0.8792 0.7309 0.7495 0.7688 0.7885 0.8085 0.8287 0.849
7.6 6.341 2.532 5.832 6.703 5.494 5.158 4.602 2.382 4.213 1.325 1.325 1.325 1.325 1.325 1.325 1.323 1.325 1.325 1.332 1.328 1.327 1.326 0.9024 0.6903 0.6909 0.6907 0.6906 0.6904 0.6903 0.6901 0.6901 0.3495 0.5766 0.4633 0.3499 0.3497 0.3498 0.3498 0.3498 0.3498 0.3498 0.3498 0.3499 0.3499 0.3497 0.3497 0.3497 0.3498 0.3498 0.3498 0.3499
0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.5192 -0.00012 D206Z92P -0.00327 -0.002354 D207Z88P -8.667e-006 0.001448 D208Z84P 0.001135 -0.0003878 D209Z79P 0.005132 -0.000378 D210Z72P 0.007028 -0.001088 D211Z62P 0.05968 -0.000754 D212Z93P 0 0 D213Z93P 0.0004285 0.0002034 D214Z9P 0.01588 -940.3 D215Z13P 0.01557 -188.3 D216Z26P 0.02176 -877.2 D217Z31P 0.02217 -192.8 D218Z45P 0.027 -923.2 D219Z50P 0.02544 -190.8 D220Z68P 0.01705 0.001863 D221Z55P 0.02383 0.001713 D222Z75P 0.00738 0.0004663 D223Z81P 0.00225 0.0001681 D224Z86P -0.0006813 0.0002215 D225Z90P -0.000898 -0.001311 D226Z9P 0.01719 940.3 D227Z9P 0.01744 -0.0006619 D228Z0P 0 0 D229Z19P 0.01662 0.0002488 D230Z26P 0.02305 877.2 D231Z26P 0.02322 -0.000176 D232Z13P 0.01874 -0.0003293 D233Z31P 0.02262 0.0005074 D234Z36P 0.02186 0.0009688 D235Z45P 0.02774 0.0002118 D236Z45P 0.0277 923.2 D237Z50P 0.02552 0.001231 D238Z113P 0.1511 -0.0003056 D239Z110P 0.1195 -0.0003051 D240Z107P 0.09005 -0.0002864 D241Z103P 0.06281 -0.0002885 D242Z100P 0.03839 -0.0002847 D243Z97P 0.01736 -0.000262 D244Z98P 0.02821 0.0002935 D245Z105P 0.07628 -0.0003045 D246Z112P 0.1351 -0.0003476 D247Z95P 0.006571 -0.002852 D248Z102P 0.04971 -0.001558 D249Z108P 0.1044 -0.000978 D250Z115P 0.1672 -0.0006989 D251Z117P 0.1858 -0.0004861 D252Z118P 0.1956 -9.933e-005 D253Z119P 0.2123 0.000169 D254Z121P 0.2298 3.266e-005 D255Z122P 0.2476 0.0002151 D256Z124P 0.2658 0.0001588
-0.009518 -0.006615 -0.004745 -0.003791 -0.002762 -0.002209 0.001476 0 0.00225 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 -0.003435 -0.003581 -0.002662 -0.001673 -0.0005696 0.000535 63.22 -0.001502 0 -0.001518 58.97 -0.002374 -0.001699 -0.002519 -0.002587 -0.003473 62.06 -0.003549 0.009228 0.008532 0.007675 0.006638 0.005401 0.003947 0.004732 0.007205 0.00892 0.003163 0.006072 0.008146 0.009538 0.006145 0.004448 0.004774 0.00502 0.005271 0.005452
-0.0014 0.0522 -0.0225 0.0040 0.0032 -0.0101 0.0086 0.0000 0.0937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0012 0.0018 0.0004 -0.0086 0.0199 -0.0442 0.0000 0.0009 0.0000 -0.0018 0.0000 -0.0034 -0.0086 -0.0117 -0.0007 -0.0049 0.0000 -0.0158 0.0109 -0.0167 0.0162 -0.0324 0.0459 -0.0858 0.0104 0.0039 0.0014 0.0096 -0.0032 0.0006 -0.0092 -0.0695 -0.0423 0.0070 -0.0024 -0.0030 -0.0009
17:07:07 03/17/10
1.0399 0.0098 -0.0051 -0.0331 -0.0684 -0.0028 -0.1200 0.0000 0.1461 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3654 0.2161 -0.0011 -0.0352 -0.0126 -0.0302 0.0000 0.0872 0.0000 0.0158 0.0000 0.0296 -0.0287 -0.0204 0.0187 0.0335 0.0000 -0.0915 0.5562 0.5311 0.4825 0.4641 0.3617 0.3948 0.3556 0.4686 0.5462 0.3023 0.4255 0.5092 0.5584 0.5636 0.6300 0.7007 0.7105 0.7247 0.7473
-0.0995 0.8692 -0.0367 1.437 -0.0410 1.692 -0.0393 1.969 -0.0394 2.321 -0.0329 2.767 -0.0353 3.464 0.0000 1.9e-015 -0.0891 -1.325 0.0000 3.538 0.0000 0.01557 0.0000 2.555 0.0000 0.02217 0.0000 2.41 0.0000 0.02544 -0.0919 -3.014 -0.0404 -3.859 -0.0749 -2.526 -0.0825 -2.13 -0.0874 -1.827 -0.0880 -1.577 0.0000 -3.505 -0.0027 -7.005 0.0000 -7.6 -0.0174 -6.324 0.0000 -2.51 -0.0239 -5.81 -0.0146 -6.684 -0.0317 -5.472 -0.0347 -5.136 -0.0416 -4.575 0.0000 -2.355 -0.0551 -4.189 -0.1566 -1.174 -0.1454 -1.205 -0.1341 -1.235 -0.1229 -1.262 -0.1116 -1.287 -0.1004 -1.308 -0.1060 -1.297 -0.1285 -1.249 -0.1510 -1.19 -0.0947 -1.318 -0.1172 -1.275 -0.1398 -1.221 -0.1623 -1.158 -0.1819 -0.7158 -0.1904 -0.4944 -0.1888 -0.4777 -0.1871 -0.4602 -0.1855 -0.4424 -0.1839 -0.4242
0.3499 1.437 1.694 1.967 2.315 2.759 3.404 1.325 1.325 -933.3 -181.6 -871.4 -187.3 -918.6 -186.6 3.033 3.885 2.534 2.133 1.827 1.575 947.4 7.022 7.6 6.341 883.1 5.833 6.703 5.495 5.159 4.603 927.8 4.216 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.322 1.323 1.324 1.324 0.9012 0.6899 0.6902 0.69 0.6902 0.6902
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -54.63 0.6772 -32.69 18.35 -17.49 37.52 67.95 55.28 75.35 81.32 85.87 89.6 71.81 8.588 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2846 0.3035 0.3225 0.3631 0.3356 0.349 0.5393 0.3719 0.3901 0.4091 0.4286 0.4485 0.4686 0.4888 0.5091 0.5292 0.3809 0.3995 0.4189 0.4385 0.4585 0.4787 0.499 0.5191 -0.001589 -0.0002436 0.001157 0.0054 0.007175 0.05971 0 940.4 1000 877.2 1000 923.2 1000 940.4 877.2 923.2 0.3728 0.3909 0.4098 0.4292 0.4489 0.4689 0.489 0.5091 0.5291
0.000303 0.005634 -0.0042 0.7602 -0.1823 0.0002607 0.005764 0.0055 0.7650 -0.1806 0.0001979 0.005895 -0.0052 0.7690 -0.1790 0.0005824 0.002166 -0.0216 0.8880 -0.1927 0.0003092 0.004683 -0.0248 0.7825 -0.1849 0.0002124 0.003437 -0.0356 0.8029 -0.1911 -0.0003364 0.003185 0.0055 1.0403 -0.1926 0.0006176 0.002343 0.0094 0.9203 -0.1926 0.0004177 0.002624 0.0042 0.9637 -0.1926 0.0003423 0.002834 0.0055 1.0015 -0.1926 0.0002346 0.002978 0.0052 1.0134 -0.1926 0.0001336 0.003083 0.0053 1.0330 -0.1926 3.02e-005 0.00315 0.0053 1.0443 -0.1926 -7.312e-005 0.003182 0.0054 1.0516 -0.1926 -0.0001777 0.003185 0.0054 1.0391 -0.1926 -0.0002833 0.003185 0.0055 1.0402 -0.1926 0.0004899 0.002483 0.0120 0.9407 -0.1926 0.000387 0.002729 0.0035 0.9829 -0.1926 0.0002868 0.002905 0.0057 1.0087 -0.1926 0.0001847 0.00303 0.0052 1.0253 -0.1926 8.182e-005 0.003116 0.0054 1.0394 -0.1926 -2.134e-005 0.003165 0.0053 1.0474 -0.1926 -0.0001252 0.003182 0.0054 1.0459 -0.1926 -0.0002304 0.003185 0.0055 1.0410 -0.1926 0.0006832 0.001639 -0.0517 0.0154 -0.0864 -0.001278 -6.039e-005 0.0271 0.0092 -0.0884 0.000263 -0.001108 -0.0136 -0.0392 -0.0848 3.046e-005 -0.002199 -0.0037 -0.0604 -0.0818 0.0007341 -0.002732 0.0071 -0.0024 -0.0721 0.0008215 -0.006245 -0.0113 -0.1182 -0.0691 0 0 0.0000 0.0000 0.0000 -0.0006425 -63.22 0.0000 0.0000 0.0000 -4.861e-005 -139.1 0.0000 0.0000 0.0000 -0.0001651 -58.98 0.0000 0.0000 0.0000 0.000568 -130.9 0.0000 0.0000 0.0000 0.0002115 -62.07 0.0000 0.0000 0.0000 0.001275 -137 0.0000 0.0000 0.0000 0.0002913 -63.22 0.0000 0.0000 0.0000 0.0009783 -58.98 0.0000 0.0000 0.0000 0.002166 -62.07 0.0000 0.0000 0.0000 0.000639 0.002262 -0.0015 0.9089 0.1102 0.0005212 0.002544 0.0048 0.9567 0.1102 0.0003959 0.002755 0.0047 0.9928 0.1102 0.0002776 0.002904 0.0049 1.0082 0.1102 0.0001617 0.003009 0.0050 1.0261 0.1102 4.644e-005 0.003076 0.0050 1.0372 0.1102 -6.837e-005 0.003109 0.0052 1.0429 0.1102 -0.0001776 0.003117 0.0054 1.0339 0.1102 -0.0002839 0.003118 0.0055 1.0334 0.1102
Joint Support Reactions for Load Case "COMBO 1-1":
17:07:07 03/17/10
-0.4054 0.6903 125.1 -0.3865 0.6903 126.5 -0.3675 0.6902 127.9 0.0131 0.3506 130.9 -0.2411 0.577 128.9 -0.1143 0.4635 129.9 0.1893 0.3497 140.9 0.02187 0.3506 131.4 0.04009 0.3504 132.6 0.05911 0.3503 133.7 0.07862 0.3502 134.8 0.09845 0.3501 135.9 0.1186 0.35 137 0.1388 0.3499 138.1 0.1591 0.3498 139.2 0.1792 0.3497 140.3 0.03087 0.3505 132 0.04951 0.3504 133.1 0.06886 0.3503 134.2 0.0885 0.3502 135.3 0.1085 0.3501 136.4 0.1287 0.35 137.5 0.149 0.3499 138.7 0.1691 0.3498 139.8 -1.441 1.441 91.63 -1.693 1.691 87.87 -1.967 1.968 83.77 -2.31 2.316 78.59 -2.753 2.761 71.98 -3.345 3.406 62.39 -1.325 1.457e-011 93.33 933.3 3.522 -54.63 993.3 -4.861e-005 -125.8 871.4 2.533 -32.69 994.5 0.000568 -99.6 918.6 2.383 -17.5 995.8 0.001275 -86.61 933.3 -3.522 -54.63 871.4 -2.532 -32.69 918.6 -2.381 -17.5 0.02284 -0.3494 131.4 0.04091 -0.3495 132.6 0.05981 -0.3496 133.7 0.07919 -0.3497 134.8 0.09887 -0.3498 135.9 0.1189 -0.35 137 0.139 -0.3501 138.1 0.1591 -0.3502 139.2 0.1791 -0.3503 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -162.72 0.0 0.00 0.0 61.92 0.0 0.0 174.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -38.49 0.0 -3.44 0.0 -63.44 0.0 0.0 74.28 0.0 -1.06 0.0 -3.6 0.0 0.28 0.0 0.0 D29Z0P -56.26 0.0 20.07 0.0 235.13 0.0 0.0 242.60 0.0 1.31 0.0 -3.4 0.0 0.25 0.0 0.0 D137Z93P -0.58 0.0 -0.82 0.0 152.62 0.0 0.0 152.62 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -54.51 0.0 -18.28 0.0 209.70 0.0 0.0 217.44 0.0 -1.30 0.0 -3.6 0.0 -0.31 0.0 0.0 D212Z93P -157.47 0.0 0.00 0.0 61.74 0.0 0.0 169.14 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -37.42 0.0 1.59 0.0 -36.99 0.0 0.0 52.64 0.0 1.07 0.0 -3.9 0.0 -0.29 0.0 0.0 D287Z93P -0.58 0.0 0.88 0.0 -58.25 0.0 0.0 58.26 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.5807 0.0000 -0.8658 162.1387 -0.0000 -61.0552 0.0000 0.0000 0.0000 D1Z93P 1.2532 0.0000 -1.8622 -1.2532 0.0000 1.8622 0.0007 0.0000 -0.0068 D2Z0P 1.8892 0.0000 -2.8141 36.6006 3.4412 66.2558 0.0000 0.0000 0.0000 D3Z9P 1.8892 0.0000 -2.8141 -1.8892 -0.9403 2.8773 0.0160 -940.3450 63.2163 D4Z13P 1.8892 0.0000 -2.8141 -1.8892 0.1883 2.8014 0.0154 188.3409 -12.6629 D5Z19P 10.1636 0.0000 -8.6372 -10.1635 0.0000 8.6372 0.0173 0.0000 -0.0012 D6Z26P 1.7624 0.0000 -2.8810 -1.7624 -0.8772 2.9400 0.0259 -877.2228 58.9734 D7Z31P 1.7624 0.0000 -2.8810 -1.7624 0.1928 2.8681 0.0253 192.8239 -12.9652 D8Z26P 8.3673 0.0000 -5.8231 -8.3673 0.0000 5.8231 0.0262 0.0010 -0.0022 D9Z13P 3.5673 0.0000 -4.3117 -3.5673 0.0000 4.3117 0.0180 0.0002 -0.0013 D10Z31P 12.3259 0.0000 -7.6810 -12.3258 0.0000 7.6810 0.0259 0.0006 -0.0024 D11Z36P 5.0732 0.0000 -6.1519 -5.0731 0.0000 6.1519 0.0255 0.0005 -0.0025 D12Z45P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0343 0.0022 -0.0037 D13Z45P 1.8548 0.0000 -2.8509 -1.8547 -0.9232 2.9129 0.0342 -923.1922 62.0632 D14Z50P 1.8548 0.0000 -2.8509 -1.8547 0.1908 2.8380 0.0321 190.8036 -12.8300 D15Z55P 4.4539 0.0000 -6.8412 -4.4539 0.0000 6.8412 0.0304 0.0009 -0.0040 D16Z68P 9.9102 0.0000 -6.3306 -9.9102 -0.0000 6.3306 0.0234 -0.0009 -0.0009 D17Z68P 9.9102 0.0000 -6.3306 -9.9102 0.0000 6.3306 0.0230 0.0007 -0.0040 D18Z55P 10.1865 0.0000 -7.2972 -10.1865 -0.0000 7.2972 0.0309 -0.0011 -0.0006 D19Z75P 2.4632 0.0000 -3.4757 -2.4632 -0.0000 3.4757 0.0117 -0.0017 -0.0017 D20Z75P 8.5800 0.0000 -3.9317 -8.5799 0.0000 3.9316 0.0136 0.0016 -0.0033 D21Z81P 2.0041 0.0000 -2.8153 -2.0041 -0.0000 2.8153 0.0058 -0.0012 -0.0027 D22Z81P 2.0041 0.0000 -2.8153 -2.0041 0.0000 2.8153 0.0048 0.0012 -0.0021 D23Z86P 1.5665 0.0000 -2.2294 -1.5665 0.0000 2.2294 0.0016 0.0006 -0.0010 D24Z86P 1.5665 0.0000 -2.2294 -1.5665 -0.0000 2.2294 0.0009 -0.0009 -0.0039 D25Z90P 1.3723 0.0000 -2.0018 -1.3723 -0.0000 2.0018 -0.0004 -0.0013 -0.0051 D26Z90P 1.3723 0.0000 -2.0018 -1.3723 0.0000 2.0018 -0.0002 0.0017 0.0003 D27Z93P 1.2532 0.0000 -1.8622 -1.2532 -0.0000 1.8622 0.0005 -0.0002 0.0021 D28Z50P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0322 0.0013 -0.0039 D29Z0P 1.8892 0.0000 -2.8141 54.3663 -20.0708 -232.3184 0.0000 0.0000 0.0000 D30Z9P 1.8892 0.0000 -2.8141 -1.8892 0.9403 2.7508 0.0150 940.3461 -63.2176 D31Z19P 3.6516 0.0000 -5.6951 -3.6516 -0.0000 5.6951 0.0177 -0.0007 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
161 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
162 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
163 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
164 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
165 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
166 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 63.51 -15488.49 1009.66 6262.99 -82.60 -5377.28 540.35 D128P 63.51 -6262.99 82.60 -3939.39 1991.06 -4998.17 1015.89 D129P 63.50 1677.15 -845.18 1741.18 510.05 1704.30 -167.09 D130P 63.50 -501.59 83.89 271.08 731.35 -93.63 331.15 D131P 63.50 950.05 1135.32 -284.26 -734.31 204.46 123.15 D132P 63.49 -582.84 -1699.69 4676.80 8407.38 1011.12 1656.65 D133P 63.49 -4676.80 -8407.38 -7402.05 -14092.95 -2164.82 -4032.59 D134P 63.49 965.51 -1880.17 4586.57 -8771.11 1121.13 -2150.80 D135P 63.49 965.51 1880.17 -424.47 -648.29 93.19 212.17 D136P 63.49 424.47 648.29 500.71 867.25 111.57 182.77 D137P 63.49 -500.71 -867.25 -99.12 -91.14 -119.43 -190.82 D138P 63.49 99.12 91.14 -357.21 -1019.22 -51.03 -183.50 D139P 63.49 357.21 1019.22 455.48 1242.71 107.16 298.25 D140P 63.49 -455.48 -1242.71 -252.43 -355.39 -130.63 -294.89 D141P 63.49 252.43 355.39 -807.24 -2139.82 -116.28 -373.98 D142P 63.49 807.25 2139.83 1446.23 3306.99 261.16 631.24 D143P 158.80 -23918.43 8847.80 -9676.51 5002.38 -20237.91 8343.48 D144P 795.45 103.27 1165.76 6990.67 -2901.76 6703.66 -1640.50 D145P 158.79 11658.50 -10245.54 23918.43 -8847.81 21367.52 -11467.48 D146P 158.80 9676.50 -5002.39 -5286.56 6042.86 2644.55 626.79 D147P 158.81 4918.28 -2116.75 -301.09 2120.71 2781.44 2.38 D148P 158.82 2692.95 -1151.49 606.03 1382.31 1987.34 139.05 D149P -57.85 -423.39 -173.37 -603.25 1087.55 -722.62 643.47 D150P -57.86 -201.53 -361.36 2815.99 7070.32 1840.24 4722.25 D151P 36.31 227.52 588.11 233.39 198.89 458.09 782.17 D152P -0.06 223.42 -546.47 -82.83 218.44 253.56 -591.64 D153P -0.03 -0.23 -83.67 0.01 60.06 -0.39 -42.60 D154P 795.45 103.28 -1165.75 -2145.08 2135.70 -964.73 458.29 D155P 63.49 -4586.57 8771.11 -7402.05 14092.95 -1677.31 3198.88 D156P 63.50 284.26 734.31 582.84 1699.69 256.20 719.18 D157P 63.50 -271.08 -731.35 -950.05 -1135.32 -445.58 -681.13 D158P 63.50 -1741.18 -510.05 501.59 -83.89 -587.85 -281.67 D159P 63.51 3939.39 -1991.06 -1677.15 845.18 1306.84 -661.95 D160P 158.80 5286.56 -6042.87 -920.92 298.73 2629.90 -3460.32 D161P 158.80 920.92 -298.74 8979.65 -830.40 5964.20 -680.20 D162P 158.80 -8979.65 830.39 -4918.28 2116.75 -8372.25 1775.38 D163P 158.81 301.09 -2120.72 -1739.03 666.92 -866.23 -875.78
0.3909 0.4098 0.4292 0.4489 0.4689 0.4890 0.5091 0.5291
0.0005 0.0004 0.0003 0.0002 0.0000 -0.0001 -0.0002 -0.0003
0.0025 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
Helman O. Mozo
Page
Job
167 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
158.81 1739.03 158.82 -4369.95 158.82 -606.03 158.82 1348.72 -57.86 749.09 -57.85 -703.29 -57.85 603.25 -57.84 -70.11 -57.84 575.52 36.31 -233.40 36.32 174.48 -0.06 -57.75 -0.05 14.57 -0.04 -3.38 -0.04 1.04 -0.02 0.20 -0.01 0.25 -0.01 0.12 -0.06 82.83 -0.05 -21.59 -0.05 5.59 -0.04 -1.17 -0.03 0.40 -0.03 -0.01 -0.02 0.22 -0.01 0.18 -0.00 0.06 -22.38 -14911.27 -22.37 -6368.71 -22.37 3115.57 -22.37 1357.85 -22.37 582.01 -22.37 -618.85 -22.37 -5352.09 -22.37 1126.42 -22.37 1126.42 -22.37 193.65 -22.37 -300.45 -22.37 52.17 -22.37 289.80 -22.37 -408.44 -22.37 261.13 -22.37 986.51 -145.50 23890.85 -394.89 -381.95 -145.50 -11458.77 -145.50 -9673.83 -145.50 -4900.94 -145.51 -2612.96 -9.93 -531.45 -9.92 -2426.35 -1.69 535.55
-666.93 4369.95 -426.45 -2692.95 -1382.32 -1348.72 35.68 3124.40 -317.45 201.53 -1089.45 -749.09 -1087.54 703.29 -277.13 423.39 -253.74 70.11 -198.88 -174.49 533.02 544.38 -368.04 21.59 -263.36 -5.59 78.85 1.17 -121.87 -0.40 -29.85 -0.22 270.00 -0.18 23.80 -0.06 -218.45 57.75 -297.14 -14.57 -281.73 3.38 -222.62 -1.04 -102.95 0.23 -60.08 -0.20 -94.46 -0.25 -79.53 -0.12 -0.73 -0.00 -1301.83 6368.71 269.36 -3021.14 -716.85 3054.93 -2050.89 1368.27 -685.94 -782.58 1633.45 5352.08 9150.44 -8142.10 2055.09 5087.63 -2055.09 -193.65 -364.88 300.45 592.89 -52.17 -27.79 -289.80 -869.04 408.44 1149.11 -261.13 -385.79 -986.51 -2295.61 1634.11 8883.49 9673.84 -2245.58 6864.09 -9628.96 -23890.85 -4977.80 5253.64 -2096.91 276.12 -1137.63 -806.85 327.67 -619.88 -1231.51 -3890.30 51.88 394.15
426.44 3680.11 -144.87 1151.48 -4254.76 436.77 -35.69 -1177.56 -854.23 90.78 2694.65 76.18 361.37 669.11 30.91 317.47 -1022.29 -543.38 1089.46 919.64 1.36 173.38 248.67 -73.02 277.14 454.44 16.48 -533.01 -405.39 -727.40 -225.52 714.45 305.62 297.12 -65.22 -127.90 281.71 16.19 33.11 222.60 -3.99 543.70 102.93 1.14 -34.17 94.44 -0.04 116.49 79.51 0.11 630.38 0.71 0.11 44.20 368.02 253.56 269.76 263.34 -65.22 -60.96 -78.87 16.19 -650.37 121.86 -3.99 -181.74 83.66 1.14 -34.79 29.84 -0.39 -54.54 -270.02 -0.04 -657.38 -23.82 0.11 -186.39 -0.02 0.11 -1.34 -269.36 -4979.21 -915.80 -3109.41 -4600.11 -1391.35 -1436.82 3076.48 -1073.77 -2183.99 1107.35 -1720.21 1477.01 -61.60 242.93 -9150.44 1169.00 -1856.53 14809.80 -2418.48 4294.24 9252.02 1254.80 2283.23 364.88 160.65 -291.11 -592.89 59.59 -115.50 27.79 -70.21 123.58 869.04 -46.98 166.33 -1149.11 92.07 -266.10 385.79 -123.55 283.23 2295.61 -152.03 400.26 -3484.97 303.71 -669.92 4977.80 20219.69 8350.17 1303.93 6125.51 -889.84 -8883.50 -21231.00 -11118.59 6044.54 -2662.77 642.61 2106.85 -2786.04 5.99 1357.34 -2060.13 132.36 1465.66 -810.39 1262.27 5817.01 -4446.11 3227.60 74.49 923.99 125.59
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
168 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -394.89 -22.37 -22.37 -22.37 -22.37 -22.37 -145.50 -145.50 -145.50 -145.50 -145.50 -145.51 -145.51 -145.51 -9.92 -9.92 -9.92 -9.93 -9.93 -1.69 -1.70 0.03 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 -49.83 -49.83 -49.82 -49.82 -49.82 -49.82 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81
-599.54 -82.81 -381.94 -5087.63 782.58 -1368.27 -3054.93 3021.14 -5253.64 -899.61 8989.35 -276.12 -1746.96 4329.12 806.85 -1641.49 1095.71 -741.35 619.88 496.64 -342.67 -394.16 279.92 -326.34 -239.15 -172.07 -122.23 -46.36 -17.31 -3.73 481.54 274.09 203.40 143.95 102.01 64.13 29.95 7.24 1.74 7414.29 2772.95 -2458.03 -1565.27 -861.98 269.52 5536.99 -991.10 -991.09 -490.29 570.50 60.82 -790.36
-614.91 -85.86 2245.57 -9252.02 -1477.01 2183.99 1436.82 3109.41 -6044.54 -250.07 881.39 -2106.86 -644.65 -407.80 -1357.35 -161.49 -368.37 -783.84 -1465.64 -1125.99 414.73 -74.50 -528.65 -321.72 -300.98 -89.18 -161.37 -72.40 87.36 -27.58 -443.24 -286.24 -169.93 -100.09 -98.39 -53.86 32.78 55.23 13.16 -1290.39 214.59 -713.86 -2021.84 -716.52 1670.46 9133.77 2059.74 -2059.74 -386.09 652.49 23.77 -1059.41
-481.54 443.23 -64.13 53.84 -2403.90 -824.57 -8142.10 -14809.80 618.85 -1633.45 -582.01 685.94 -1357.85 2050.89 -3115.57 716.85 899.61 250.06 -8989.35 -881.39 4900.95 2096.90 1746.95 644.64 -4329.12 407.79 2612.96 1137.62 1641.49 161.48 -2338.04 -1061.60 2426.35 1231.53 -1095.71 368.38 741.35 783.85 531.45 -327.66 -496.64 1126.00 -279.93 528.64 858.73 10.73 -274.09 286.23 -203.40 169.91 -143.95 100.07 -102.01 98.37 -29.95 -32.80 -7.24 -55.25 -1.74 -13.18 326.34 321.71 239.15 300.97 172.07 89.16 122.23 161.36 82.81 85.84 46.36 72.38 17.31 -87.38 3.73 27.56 -0.00 -0.02 -2772.95 -214.59 1590.34 -2975.86 -3371.44 -1598.00 -1332.10 -2058.77 371.25 1395.13 -5536.99 -9133.77 8227.25 14845.62 -5149.65 9278.60 490.29 386.09 -570.50 -652.49 -60.82 -23.77 790.36 1059.40 -892.94 -1294.64
17:07:07 03/17/10
-1949.84 -265.02 -1316.29 -1850.95 414.08 -711.64 -2092.67 -54.55 -2622.91 -5957.21 8367.65 886.05 -3660.29 4181.97 1474.90 -2397.31 2479.08 -1293.05 958.13 723.64 -590.76 -669.95 1131.65 -1082.96 -798.17 -569.97 -404.44 -137.64 -44.28 -9.87 1457.11 925.69 677.20 480.08 333.34 199.28 85.24 19.77 3.14 2705.30 2137.59 -2906.45 -1176.92 -150.70 -1300.95 2466.88 -1240.00 -86.26 -127.93 101.48 168.29 -221.95
-309.64 -57.74 671.41 -3366.46 -919.05 1047.21 1653.98 2210.34 -3490.65 -681.60 1794.15 -880.85 -142.69 439.65 -720.40 -736.80 607.55 -292.43 -479.89 -1023.18 1084.48 451.34 -514.74 -64.02 -236.40 19.65 -113.63 -189.74 57.92 -73.51 -219.21 26.56 -145.68 110.50 -22.63 33.39 -98.47 149.32 23.71 -877.21 -1352.75 -1152.64 -1657.55 208.40 -1843.27 4297.68 2289.54 -288.26 -125.25 125.18 214.16 -310.39
Helman O. Mozo
Page
Job
169 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-49.81 892.94 1294.64 -49.81 -294.16 -450.14 -49.81 -1369.41 -2320.92 -171.75 -10668.96 -11978.42 -764.54 -166.35 -1214.50 -171.74 6147.71 -4337.69 -171.75 5519.76 2285.35 -171.76 3314.47 163.24 -171.77 1925.77 -304.93 44.83 -366.47 -277.67 44.85 -213.58 -798.25 -42.80 -261.64 -546.64 0.06 294.72 -675.35 0.03 -0.30 -58.44 -764.53 -166.35 1214.49 -49.81 5149.65 -9278.60 -49.82 -371.25 -1395.13 -49.82 1332.10 2058.77 -49.82 3371.44 1598.00 -49.83 -1590.34 2975.86 -171.75 -331.13 1826.71 -171.75 2244.58 -2471.77 -171.75 -4890.38 -4206.85 -171.76 -1354.77 -638.82 -171.76 2017.90 -815.55 -171.76 -2859.79 -1985.36 -171.77 -947.39 -1276.34 -171.77 1460.61 227.20 44.84 645.47 -161.86 44.84 -616.67 -1215.14 44.84 519.10 -986.62 44.83 -78.68 -189.37 44.83 571.43 -201.40 -42.80 230.53 192.19 -42.81 -182.00 -527.50 0.05 -74.95 -325.99 0.05 18.94 -216.41 0.04 -4.50 115.43 0.03 1.35 -93.46 0.02 0.19 -7.66 0.01 0.24 283.59 0.01 0.14 28.76 0.06 109.89 -268.50 0.05 -28.00 -343.98 0.04 7.22 -325.82 0.04 -1.58 -252.41 0.03 0.52 -129.75 0.02 -0.05 -83.79 0.02 0.22 -115.18 0.01 0.19 -86.01 0.00 0.07 -4.00 28.63 7433.23 1232.81
294.16 450.14 1369.41 2320.91 -2015.57 -3539.18 -5519.76 -2285.36 -5765.86 2750.93 10668.96 11978.42 331.13 -1826.72 1354.77 638.81 947.39 1276.33 -519.10 986.63 2058.40 6095.76 -230.53 -192.20 -109.88 268.48 0.05 83.77 1481.68 -1985.11 8227.25 -14845.62 -269.52 -1670.46 861.98 716.52 1565.27 2021.85 2458.03 713.86 -2244.58 2471.76 4890.38 4206.84 -3314.47 -163.25 -2017.90 815.55 2859.79 1985.35 -1925.77 304.92 -1460.61 -227.21 2546.98 451.56 213.58 798.26 -645.47 161.87 616.67 1215.15 366.47 277.68 78.68 189.39 182.01 527.50 -685.93 265.71 28.00 343.96 -7.22 325.80 1.58 252.40 -0.52 129.74 -0.22 115.16 -0.19 85.99 -0.07 3.98 74.95 325.97 -18.94 216.39 4.50 -115.45 -1.35 93.44 0.30 58.42 -0.19 7.64 -0.24 -283.61 -0.14 -28.78 0.00 -0.02 -2896.83 457.04
17:07:07 03/17/10
219.05 225.35 -392.29 -9752.24 -5605.83 10100.10 3524.63 2812.79 1730.82 -623.33 1298.52 -489.15 333.37 -0.44 621.48 1871.54 -189.33 800.60 2341.13 501.25 -1551.63 4298.17 -4942.68 -2031.72 2938.37 -2882.87 -1450.60 2414.21 604.66 -888.39 799.44 202.57 457.59 410.01 -862.60 -84.67 21.14 -5.27 1.48 -0.04 0.09 0.13 333.37 -84.67 21.14 -5.27 1.48 -0.44 -0.04 0.09 0.13 2644.14
321.96 392.08 -679.14 -8592.64 1451.90 4589.03 276.28 483.16 585.19 499.02 3728.77 -734.31 -733.84 45.70 -364.11 -3375.19 -905.79 1012.68 1716.64 2131.47 2589.45 1045.22 -2632.59 106.46 704.70 -1012.31 -905.75 408.89 447.94 -741.36 160.86 62.16 -8.46 715.27 -260.19 32.41 197.30 663.41 65.42 193.88 666.59 59.05 103.67 -230.12 -795.86 -286.72 -128.66 -137.34 -719.26 -207.04 -7.24 984.96
Helman O. Mozo
Page
Job
170 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
28.63 28.63 28.63 28.63 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 145.19 432.07 145.19 145.19 145.20 145.21 3.84 3.83 0.75 -0.03 -0.02 432.07 28.62 28.63 28.63 28.63 28.63 145.20 145.20 145.20 145.20 145.20 145.20 145.21 145.21 3.83 3.84 3.84 3.84 3.84 0.76 0.76 -0.03 -0.03 -0.02 -0.02 -0.01
2896.83 -457.04 1341.61 3438.26 2076.42 -2408.88 728.72 -3189.36 1030.16 -2791.16 -1853.58 2303.29 -919.78 2111.68 -1126.54 79.45 -321.61 -2178.73 813.64 -644.67 -5196.35 3881.97 -7922.99 11640.99 -3240.19 7923.00 -11640.99 8310.83 -14878.29 2909.49 -910.40 -1962.25 -4956.62 -9060.22 -1184.72 -910.40 1962.24 730.93 -682.96 -30.91 -730.93 682.96 -791.65 953.45 -183.62 791.65 -953.45 -28.10 -15.27 152.02 28.10 15.27 900.58 -1256.93 183.62 -900.58 1256.93 -942.16 1370.73 -242.98 942.16 -1370.73 286.84 -413.57 226.78 -286.84 413.57 1132.06 -2083.02 177.14 -1132.06 2083.02 -1767.38 3275.26 -336.02 10665.80 -12017.35 5533.58 -2232.63 9758.66 253.56 2214.86 -7375.44 -1451.51 -6730.05 -6121.98 -4390.19 -10665.80 12017.35 -10082.76 -5533.58 2232.62 -306.65 -1745.03 -3518.21 -3326.25 128.82 -1346.80 673.23 -2815.09 -1905.35 -324.71 -1014.16 1292.11 -1758.74 -464.30 413.78 -534.57 1569.70 -703.08 -2262.52 -1117.91 -4144.35 6286.11 -4509.61 -434.37 -19.48 -334.61 -62.41 -764.25 -431.77 -438.86 -414.67 374.45 -1526.65 -66.17 -85.98 -48.51 53.85 -206.83 253.56 -2214.85 2162.42 951.69 1141.53 4956.62 9060.22 8310.83 14878.29 1856.23 2178.73 -813.65 5196.35 -3881.97 2179.12 919.78 -2111.68 -79.45 321.61 306.63 3189.36 -1030.16 1853.58 -2303.29 2391.51 -1341.61 -3438.26 2408.88 -728.72 616.54 306.65 1745.02 2264.62 2493.23 1548.96 -2264.62 -2493.23 -4874.79 4216.10 -4300.85 4874.79 -4216.10 3326.25 -128.82 4940.38 1346.80 -673.23 2034.84 830.67 2037.13 -2034.84 -830.68 -2833.88 1993.24 -2932.96 2833.88 -1993.25 1905.35 324.70 2854.95 1014.16 -1292.12 1570.24 -57.85 1556.87 -1570.24 57.84 -2260.95 -797.19 -2307.94 976.62 -469.39 2262.52 1117.93 2279.94 -652.71 -653.46 -976.62 469.40 -1146.84 534.57 -1569.69 652.71 653.47 835.70 433.81 -1107.93 464.30 -413.76 632.15 -293.63 320.67 -433.81 1107.94 -512.02 334.62 62.42 185.90 -536.78 517.32 -185.89 536.79 -615.62 -4.94 -796.58 -287.91 -360.22 -242.84 300.86 -957.26 -209.54 -291.75 -174.90 166.38 -693.38 -147.67 -91.35 -123.82 100.94 -489.66 -103.52 -160.95 -84.35 98.22 -338.85 -31.82 -72.28 -16.79 -32.86 -87.68
17:07:07 03/17/10
1460.51 876.94 1793.36 151.10 3833.82 -4752.88 -2225.76 220.34 197.34 -192.87 -245.50 346.47 -329.25 -349.88 620.98 -8584.32 721.35 4580.87 293.73 483.16 582.77 1396.11 3637.75 -81.39 -116.16 -57.96 -596.83 3349.20 -1387.42 -653.18 -1580.82 -2407.17 2553.16 1037.87 -2617.43 94.84 700.34 -1005.15 -813.23 -445.39 456.49 -129.55 -644.90 -1071.08 1005.56 -471.44 528.58 -107.06 -226.12 17.30 -113.13 -189.62
Helman O. Mozo
Page
Job
171 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00
-8.36 -0.41 414.67 242.84 174.90 123.82 84.35 48.51 16.79 2.49 -0.30
87.35 -27.64 -374.47 -300.87 -166.40 -100.96 -98.24 -53.87 32.84 55.19 13.13
-2.48 0.30 287.91 209.54 147.67 103.52 66.17 31.82 8.36 0.42 0.00
-55.21 -13.15 360.20 291.74 91.33 160.93 85.96 72.26 -87.37 27.62 -0.02
17:07:07 03/17/10
-19.56 -0.21 1267.17 815.92 581.79 410.04 271.49 144.88 45.36 5.23 -0.54
57.97 -73.57 -25.73 -16.48 -135.40 108.16 -22.14 33.18 -98.35 149.37 23.65
Helman O. Mozo
Page
Job
172 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 2 "COMBO 1-2"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0005664 0.0003924 -0.002247 0.0505 0.1024 0.0384 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01234 0.01112 -0.003762 0.0000 0.0000 0.0000 -3.51 -7.011 8.586 D4Z13P 0.01185 1000 -105 0.0000 0.0000 0.0000 0.01185 993.3 -91.61 D5Z19P 0.01341 0.01048 -0.001242 0.0216 0.0659 0.5997 -6.327 -6.33 18.73 D6Z26P 0.02023 0.01805 -0.003364 0.0000 0.0000 0.0000 -2.513 -5.815 26.28 D7Z31P 0.01945 1000 -99.94 0.0000 0.0000 0.0000 0.01945 994.5 -68.62 D8Z26P 0.02043 0.01587 -0.002462 0.0273 0.0798 0.7602 -5.812 -5.817 26.28 D9Z13P 0.01396 0.01106 -0.001545 0.0402 0.0164 0.4323 -6.689 -6.692 13.34 D10Z31P 0.01998 0.01573 -0.002654 0.0677 0.0333 0.8176 -5.474 -5.479 31.32 D11Z36P 0.01939 0.01568 -0.00273 0.0282 0.0731 0.7731 -5.139 -5.142 36.32 D12Z45P 0.02595 0.0222 -0.004232 0.0179 0.0752 0.7002 -4.577 -4.581 44.57 D13Z45P 0.02593 0.02408 -0.004553 0.0000 0.0000 0.0000 -2.357 -4.579 44.57 D14Z50P 0.02377 1000 -104.9 0.0000 0.0000 0.0000 0.02377 995.8 -54.59 D15Z55P 0.02226 0.01928 -0.004469 -0.1129 0.1900 0.6060 -3.861 -3.864 55.28 D16Z68P 0.01751 0.01021 -0.001946 0.2692 -0.2626 0.0663 3.049 -3.021 67.95 D17Z68P 0.01649 0.01463 -0.004383 0.1749 -0.1158 0.4944 -3.015 -3.017 67.95 D18Z55P 0.02301 0.0151 -0.001863 -0.1564 0.1382 0.0050 3.906 -3.868 55.28 D19Z75P 0.007945 0.002719 -0.002006 -0.0020 -0.0105 0.0344 2.542 -2.531 75.35 D20Z75P 0.01017 0.009325 -0.003364 0.1564 -0.1060 0.4292 -2.524 -2.524 75.35 D21Z81P 0.003617 -0.0007173 -0.001991 0.0328 -0.0498 0.0421 2.136 -2.133 81.32 D22Z81P 0.003634 0.003374 -0.001599 0.0430 0.0042 0.3763 -2.129 -2.129 81.32 D23Z86P 0.00112 0.00108 6.647e-005 0.0304 0.0113 0.3362 -1.825 -1.825 85.88 D24Z86P 0.0002026 -0.002321 -0.002092 0.0188 -0.0326 0.0420 1.827 -1.829 85.87 D25Z90P -0.001441 -0.002417 -0.002179 -0.0518 -0.0097 0.0374 1.575 -1.579 89.59 D26Z90P 0.000644 0.0008031 0.001946 0.0986 -0.0581 0.3032 -1.576 -1.576 89.6 D27Z93P 0.0002727 0.0002659 0.004621 -0.1921 0.2312 0.2700 -1.325 -1.325 93.34 D28Z50P 0.02386 0.02047 -0.004396 0.1143 -0.0320 0.6495 -4.191 -4.194 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01145 1000 -92.29 0.0000 0.0000 0.0000 3.534 993 -83.7 D31Z19P 0.01347 0.008505 -0.001037 -0.0105 0.0193 0.0064 6.354 -6.332 18.73 D32Z26P 0.01849 1000 -86.97 0.0000 0.0000 0.0000 2.551 994.2 -60.69 D33Z26P 0.01851 0.01234 -0.001271 -0.0182 0.0296 0.0086 5.851 -5.82 26.28 D34Z13P 0.0134 0.009537 -0.0007208 0.0159 -0.0021 0.0072 6.717 -6.694 13.34 D35Z31P 0.01949 0.01225 -0.001396 0.0087 0.0009 0.0146 5.514 -5.482 31.32 D36Z36P 0.01984 0.01214 -0.001533 -0.0164 0.0169 0.0141 5.178 -5.146 36.32 D37Z45P 0.02429 0.01681 -0.001721 -0.0275 0.0282 0.0163 4.627 -4.586 44.57 D38Z45P 0.02427 1000 -92.11 0.0000 0.0000 0.0000 2.407 995.4 -47.54 D39Z50P 0.02379 0.01583 -0.001796 0.0595 -0.0520 0.0301 4.238 -4.199 50.35 D40Z113P 0.1168 0.1161 0.01578 -0.4400 0.4383 0.0978 -1.208 -1.209 113.3 D41Z113P 0.1167 0.117 -0.002886 -0.4176 0.4281 0.1421 1.442 -1.208 113.3 D42Z110P 0.09235 0.09157 0.01468 -0.3942 0.4012 0.1264 -1.233 -1.233 110
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09221 0.06947 0.06939 0.04839 0.04829 0.02954 0.02934 0.01351 0.0132 0.007877 0.021 0.03922 0.05846 0.08101 0.1042 0.1297 0.004874 0.02097 0.03791 0.05879 0.08025 0.1044 0.1289 0.1433 0.1508 0.151 0.1435 0.1637 0.1637 0.1775 0.1775 0.1914 0.1914 0.2058 0.2058 0.2204 0.2204 0.2352 0.2352 0.25 0.2503 0.282 0.282 0.2604 0.2711 0.2708 0.2604 0.4153 0.4153 0.2886 0.2954 0.3024
0.09254 0.06891 0.06989 0.04798 0.04882 0.02923 0.02987 0.0134 0.01353 0.008036 0.02375 0.0391 0.05971 0.08048 0.1046 0.1287 0.0007116 0.02064 0.03674 0.05823 0.08001 0.1036 0.1289 0.1435 0.1496 0.1515 0.1425 0.1631 0.1643 0.1767 0.1775 0.1905 0.1911 0.2046 0.2049 0.2192 0.2193 0.2338 0.2335 0.248 0.2486 0.2802 0.2788 0.2578 0.2694 0.2678 0.2588 0.4127 0.4131 0.2854 0.2936 0.2993
-0.002811 0.01331 -0.002725 0.01164 -0.002616 0.009663 -0.002503 0.007312 -0.002358 0.006031 -0.002457 0.01073 -0.002683 0.01406 -0.002855 0.01627 -0.002259 0.008594 -0.002547 0.01256 -0.002765 0.01529 -0.002915 -0.00301 0.008578 -0.003085 0.01117 0.009048 -0.003128 0.00946 -0.00311 0.009816 -0.003152 0.01012 -0.003137 0.01038 -0.003172 0.01059 -0.003161 -0.003186 0.01078 0.004875 -0.003094 -0.003136 0.006888 -0.003116 0.008877 0.006437 -0.003173 -0.003116 0.005359 -0.00313
-0.4332 -0.3869 -0.3386 -0.3239 -0.4207 -0.3274 -0.1878 -0.1965 -0.4714 -0.2419 -0.2589 -0.3227 -0.3556 -0.3913 -0.4193 -0.4077 -0.2348 -0.2785 -0.3382 -0.3640 -0.3934 -0.4264 -0.4218 -0.4744 -0.4429 -0.4964 -0.3542 -0.5711 -0.5264 -0.5462 -0.5414 -0.5629 -0.5512 -0.5791 -0.5684 -0.5900 -0.5796 -0.5926 -0.5775 -0.5880 -0.5966 -0.6646 -0.6744 -0.5846 -0.5997 -0.6229 -0.5885 -0.7820 -0.7921 -0.6997 -0.7044 -0.7354
17:07:07 03/17/10
0.4160 0.3850 0.3752 0.3340 0.3590 0.3207 0.2871 0.2113 0.2917 0.2312 0.2735 0.3245 0.3628 0.3957 0.4239 0.4347 0.2278 0.2818 0.3289 0.3657 0.3929 0.4242 0.4229 0.4570 0.4723 0.4865 0.3912 0.5506 0.5398 0.5600 0.5600 0.5677 0.5682 0.5859 0.5856 0.5933 0.5948 0.6041 0.5985 0.5986 0.6086 0.6684 0.6712 0.6157 0.6212 0.6430 0.5983 0.7867 0.7870 0.6929 0.7137 0.7294
0.1248 0.1551 0.1075 0.1838 0.0902 0.2125 0.0730 0.2412 0.0557 0.2556 0.0643 0.1982 0.0989 0.1408 0.1334 0.0834 0.0471 0.2269 0.0816 0.1695 0.1161 0.1121 0.1507 0.1668 0.0616 0.1732 0.0671 0.0614 0.1725 0.0612 0.1719 0.0609 0.1713 0.0607 0.1707 0.0605 0.1700 0.0602 0.1694 0.1688 0.0600 0.0397 0.1617 0.1709 0.0447 0.1671 0.0532 0.0397 0.1616 0.1617 0.0397 0.1617
1.417 -1.256 1.394 -1.277 1.373 -1.295 1.354 -1.311 1.338 -1.317 1.346 -1.286 1.383 -1.244 1.429 -1.195 1.33 -1.304 1.363 -1.266 1.405 -1.221 1.454 1.045 -0.5392 0.841 -0.7581 -0.5263 0.8537 -0.5125 0.8675 -0.4986 0.8814 -0.4842 0.8958 -0.4696 0.9104 -0.4548 0.9252 0.94 -0.4397 -0.06799 0.632 0.837 -0.1922 0.7341 -0.3163 0.06527 0.7653 0.6386 -0.05457 0.6524
-1.232 -1.256 -1.255 -1.277 -1.276 -1.296 -1.295 -1.312 -1.311 -1.317 -1.301 -1.286 -1.265 -1.245 -1.22 -1.196 -1.324 -1.304 -1.288 -1.267 -1.245 -1.221 -1.196 -0.7582 -0.5404 -0.5385 -0.7591 -0.5269 -0.5257 -0.5133 -0.5125 -0.4995 -0.4989 -0.4854 -0.4851 -0.4708 -0.4707 -0.4562 -0.4565 -0.442 -0.4414 -0.06982 -0.07123 -0.3189 -0.1939 -0.1955 -0.3179 0.06266 0.06307 -0.06457 -0.05638 -0.05066
109.9 106.6 106.6 103.3 103.3 99.99 99.98 96.67 96.66 95.01 98.32 101.7 105 108.3 111.6 114.9 95 98.33 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
174 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.3095 0.3076 0.005734 -0.7371 0.7443 0.0397 0.3168 0.3139 -0.003143 -0.7627 0.7574 0.1616 0.3242 0.3222 0.006004 -0.7571 0.7631 0.0397 0.3315 0.3287 -0.003151 -0.7740 0.7669 0.1616 0.339 0.3369 0.006195 -0.7700 0.7749 0.0397 0.3465 0.3438 -0.003159 -0.7876 0.7813 0.1616 0.3542 0.3519 0.006327 -0.7804 0.7861 0.0397 0.3618 0.3592 -0.003166 -0.7957 0.7897 0.1616 0.3694 0.3671 0.006405 -0.7862 0.7928 0.0397 0.3771 0.3746 -0.003173 -0.8002 0.7951 0.1616 0.3848 0.3824 0.006432 -0.7857 0.7910 0.0397 0.3924 0.3901 -0.003173 -0.7931 0.7863 0.1616 0.4 0.3975 0.006436 -0.7826 0.7868 0.0397 0.4077 0.4054 -0.003174 -0.7931 0.7870 0.1616 -0.00196 -0.001869 0.00372 0.0551 -0.0135 0.2850 0.00181 0.001906 0.0009451 0.0147 0.0246 0.3186 0.002836 0.002692 -0.0007779 0.0658 -0.0205 0.3546 0.0056 0.005123 -0.002274 0.0747 -0.0265 0.4005 0.01749 0.01619 -0.004429 0.0444 0.0093 0.4590 0.04618 0.04372 -0.008076 0.1533 -0.0852 0.5433 0.01146 0.009039 -0.0004764 -0.0435 0.0636 -0.0033 0.01237 0.009847 -0.001413 -0.0341 0.0853 0.2774 0.2954 0.2923 -0.003109 -0.7192 0.7142 0.1617 0.3095 0.3065 -0.003123 -0.7507 0.7449 0.1616 0.3242 0.3213 -0.003138 -0.7692 0.7639 0.1616 0.339 0.3363 -0.003148 -0.7808 0.7763 0.1616 0.3541 0.3515 -0.003156 -0.7922 0.7868 0.1616 0.3694 0.3669 -0.003163 -0.7991 0.7927 0.1616 0.3848 0.3824 -0.00317 -0.7969 0.7912 0.1616 0.4 0.3977 -0.003173 -0.7927 0.7876 0.1616 -0.001253 3.828e-005 -0.00234 -0.0622 0.0314 0.0348 -0.0008452 -0.002925 -0.002113 0.0037 -0.0225 0.0412 0.001661 -0.001624 -0.002052 0.0133 -0.0393 0.0411 0.006239 0.001515 -0.002001 0.0402 -0.0454 0.0410 0.008735 0.002502 -0.001977 0.0074 -0.0297 0.0348 0.04595 0.0409 -0.002091 0.0846 -0.0781 0.0389 0 0 0 0.0000 0.0000 0.0000 0.0004859 0.0003811 -0.009511 -0.3600 0.3788 -0.0390 1000 0.009021 92.29 0.0000 0.0000 0.0000 1000 0.008278 79.63 0.0000 0.0000 0.0000 1000 0.01231 86.97 0.0000 0.0000 0.0000 1000 0.01213 74.01 0.0000 0.0000 0.0000 1000 0.01678 92.11 0.0000 0.0000 0.0000 1000 0.01578 79.28 0.0000 0.0000 0.0000 0.01103 0.009778 -0.001059 0.2710 -0.2689 -0.0292 0.01672 0.01466 -0.0004406 -0.1558 0.1551 -0.0239 0.004533 0.003467 -0.002378 0.0038 -0.0017 -0.0324 0.0005965 -0.0001544 -0.003915 0.0282 -0.0266 -0.0350 -0.0008857 -0.001405 -0.005478 -0.0155 0.0176 -0.0369 -0.0006125 -0.0008439 -0.007179 0.0947 -0.0969 -0.0388 0.01047 0.008446 0.002056 0.0000 0.0000 0.0000 0.01248 0.008592 0.0005113 -0.0478 0.0686 -0.0023
17:07:07 03/17/10
-0.04046 -0.04238 0.6668 -0.03614 -0.02584 -0.02783 0.6815 -0.02126 -0.01096 -0.01308 0.6965 -0.00615 0.004154 0.001942 0.7118 0.009179 0.01944 0.01713 0.7271 0.02464 0.03479 0.0324 0.7424 0.04006 0.05004 0.04753 0.7577 0.0554 -1.442 -1.442 -1.69 -1.69 -1.965 -1.965 -2.31 -2.311 -2.743 -2.744 -3.359 -3.361 7.034 -7.013 -7.01 -7.013 0.6454 -0.0577 0.6595 -0.04347 0.6742 -0.02873 0.689 -0.01374 0.7041 0.001493 0.7194 0.01689 0.7348 0.03237 0.75 0.04773 1.439 -1.44 1.691 -1.695 1.969 -1.969 2.322 -2.314 2.769 -2.758 3.451 -3.364 1.325 1.457e-011 1.325 1.325 1007 -3.513 1007 0.008278 1006 -2.521 1005 0.01213 1005 -2.366 1004 0.01578 3.042 3.041 3.9 3.898 2.538 2.537 2.133 2.132 1.826 1.825 1.576 1.576 7.033 3.531 7.035 7.031
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.59 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 100.9 92.97 113.3 105.3 136.7 129.6 67.95 55.28 75.35 81.32 85.87 89.59 8.592 8.591
Helman O. Mozo
Page
Job
175 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.01357 0.01441 0.01678 0.01437 0.01698 0.01678 0.01987 0.0185 0.01817 0.1178 0.09329 0.07038 0.04926 0.03015 0.01408 0.01989 0.05932 0.1053 0.0116 0.04091 0.08221 0.1306 0.1447 0.1521 0.1647 0.1782 0.1918 0.2059 0.2202 0.2348 0.2496 0.2804 0.2594 0.2698 0.4155 0.287 0.3011 0.3157 0.3307 0.3459 0.3613 0.3769 0.3924 0.4078 0.294 0.3083 0.3232 0.3382 0.3536 0.3691 0.3846
0 0.009477 0.01196 0.01199 0.009995 0.0122 0.01237 0.01711 0.01708 0.01583 0.117 0.09268 0.06993 0.04893 0.02994 0.01394 0.01902 0.05853 0.1045 0.01235 0.0414 0.08204 0.1298 0.1439 0.151 0.1643 0.1776 0.1911 0.2049 0.2192 0.2335 0.2481 0.2787 0.2579 0.2683 0.4131 0.2855 0.2994 0.3139 0.3288 0.3439 0.3592 0.3746 0.3901 0.4054 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824
0 -0.0005398 -0.0005779 -0.0004843 0.0002464 -0.000663 -0.0008721 -0.0002178 -0.0003278 -0.0003134 -0.02145 -0.02022 -0.01873 -0.01692 -0.0148 -0.01227 -0.01369 -0.01792 -0.0209 -0.01084 -0.01591 -0.01953 -0.02199 -0.0169 -0.01431 -0.01483 -0.01528 -0.01567 -0.016 -0.01629 -0.01652 -0.01673 -0.01114 -0.01493 -0.01305 -0.01286 -0.01141 -0.01187 -0.01222 -0.01247 -0.01265 -0.01277 -0.01283 -0.01285 -0.01285 -0.01165 -0.01206 -0.01236 -0.01257 -0.01271 -0.01281 -0.01285
0.0000 0.0000 0.0000 -0.0046 0.0066 -0.0080 0.0000 0.0000 0.0000 -0.0130 0.0180 -0.0110 0.0054 -0.0076 -0.0059 0.0055 -0.0058 -0.0135 -0.0158 0.0098 -0.0161 -0.0245 0.0187 -0.0196 0.0000 0.0000 0.0000 0.0694 -0.0690 -0.0217 -0.4439 0.4413 -0.0169 -0.3780 0.3927 -0.0206 -0.4182 0.4011 -0.0243 -0.2718 0.3039 -0.0280 -0.4243 0.3885 -0.0317 -0.0371 0.0840 -0.0353 -0.2984 0.2971 -0.0335 -0.3708 0.3702 -0.0261 -0.4246 0.4249 -0.0188 -0.2501 0.2351 -0.0372 -0.3179 0.3220 -0.0298 -0.3901 0.3947 -0.0224 -0.4225 0.4325 -0.0151 -0.3722 0.3843 -0.0072 -0.4514 0.4620 -0.0038 -0.5576 0.5380 -0.0047 -0.5339 0.5475 -0.0056 -0.5510 0.5556 -0.0065 -0.5673 0.5741 -0.0074 -0.5786 0.5814 -0.0083 -0.5811 0.5934 -0.0091 -0.5862 0.5962 -0.0100 -0.6674 0.6663 0.0033 -0.5756 0.5755 -0.0063 -0.5813 0.5944 0.0000 -0.7928 0.7977 0.0033 -0.7121 0.7064 0.0033 -0.7362 0.7400 0.0033 -0.7648 0.7674 0.0033 -0.7727 0.7791 0.0033 -0.7877 0.7925 0.0033 -0.7961 0.8007 0.0033 -0.8020 0.8049 0.0033 -0.7916 0.7985 0.0033 -0.7927 0.7981 0.0033 -0.7149 0.7274 0.0033 -0.7481 0.7546 0.0033 -0.7678 0.7743 0.0033 -0.7810 0.7858 0.0033 -0.7914 0.7971 0.0033 -0.7972 0.8038 0.0033 -0.7964 0.8020 0.0033
17:07:07 03/17/10
7.6 6.354 5.847 5.85 6.718 5.511 5.175 4.623 4.622 4.233 1.443 1.418 1.395 1.374 1.355 1.339 1.345 1.384 1.43 1.337 1.366 1.407 1.456 1.046 0.8421 0.8547 0.8682 0.8818 0.8959 0.9102 0.9248 0.9396 0.6304 0.836 0.7332 0.7655 0.637 0.6511 0.6657 0.6807 0.6959 0.7113 0.7269 0.7424 0.7578 0.644 0.6583 0.6732 0.6882 0.7036 0.7191 0.7346
7.6 6.35 2.545 5.845 6.713 5.507 5.171 4.62 2.4 4.23 1.442 1.418 1.395 1.374 1.355 1.339 1.344 1.384 1.43 1.337 1.366 1.407 1.455 1.046 0.841 0.8543 0.8676 0.8811 0.8949 0.9092 0.9235 0.9381 0.6287 0.8346 0.7316 0.7631 0.6355 0.6494 0.6639 0.6788 0.6939 0.7092 0.7246 0.7401 0.7554 0.6423 0.6565 0.6713 0.6863 0.7015 0.7169 0.7324
0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.4001 0.3977 -0.01285 -0.7936 0.7978 0.0033 D206Z92P -0.003991 -0.003978 -0.008969 0.0244 -0.0225 -0.0394 D207Z88P 0.0005802 0.0001785 -0.006218 -0.0192 0.0201 -0.0379 D208Z84P -2.149e-005 -0.0006452 -0.004735 0.0276 -0.0256 -0.0360 D209Z79P 0.002996 0.002089 -0.003135 0.0509 -0.0496 -0.0338 D210Z72P 0.004167 0.003007 -0.002229 0.0002 0.0027 -0.0309 D211Z62P 0.04264 0.04111 0.003118 0.0928 -0.0930 -0.0269 D212Z93P 0 0 0 0.0000 0.0000 0.0000 D213Z93P 0.0003448 0.0006105 -0.002186 -0.0783 -0.0354 0.1248 D214Z9P 0.01234 0.01042 0.00293 0.0000 0.0000 0.0000 D215Z13P 0.01225 1000 79.63 0.0000 0.0000 0.0000 D216Z26P 0.01675 0.01439 -0.0002744 0.0000 0.0000 0.0000 D217Z31P 0.01691 1000 74.01 0.0000 0.0000 0.0000 D218Z45P 0.01984 0.0185 -0.0003353 0.0000 0.0000 0.0000 D219Z50P 0.01812 1000 79.28 0.0000 0.0000 0.0000 D220Z68P 0.01163 0.01578 -0.002322 0.2757 -0.2919 0.2477 D221Z55P 0.01693 0.01984 -0.00236 -0.1155 0.1254 0.3840 D222Z75P 0.003695 0.007015 -0.002279 0.0267 -0.0222 0.2348 D223Z81P 0.0001186 0.003321 -0.002176 0.0458 -0.0377 0.1939 D224Z86P -0.001666 0.0003479 -0.002191 0.0499 -0.0377 0.1642 D225Z90P -0.002059 -0.001385 -0.00221 0.0264 0.0184 0.1455 D226Z9P 0.01382 1000 92.29 0.0000 0.0000 0.0000 D227Z9P 0.01402 0.009128 -0.000978 -0.0348 0.0502 0.2558 D228Z0P 0 0 0 0.0000 0.0000 0.0000 D229Z19P 0.01274 0.01076 -0.00144 0.0151 -0.0171 0.4230 D230Z26P 0.01783 1000 86.97 0.0000 0.0000 0.0000 D231Z26P 0.01799 0.01456 -0.001953 0.0099 -0.0129 0.5016 D232Z13P 0.01468 0.01077 -0.001246 0.0237 -0.0505 0.3303 D233Z31P 0.01729 0.01556 -0.002091 0.0315 -0.0543 0.5169 D234Z36P 0.01644 0.01613 -0.002187 0.0157 -0.0264 0.4875 D235Z45P 0.01969 0.02063 -0.002296 0.0005 -0.0103 0.4362 D236Z45P 0.01966 1000 92.11 0.0000 0.0000 0.0000 D237Z50P 0.01816 0.0204 -0.002328 0.0776 -0.0931 0.3881 D238Z113P 0.1176 0.116 -0.002758 -0.4264 0.4242 -0.0732 D239Z110P 0.0931 0.09147 -0.002686 -0.4158 0.4237 -0.0402 D240Z107P 0.0703 0.06886 -0.002606 -0.3681 0.3603 -0.0072 D241Z103P 0.0491 0.04791 -0.002505 -0.3638 0.3931 0.0258 D242Z100P 0.03007 0.02909 -0.002401 -0.2766 0.2269 0.0588 D243Z97P 0.0134 0.0132 -0.00226 -0.2988 0.4309 0.0917 D244Z98P 0.02317 0.02091 -0.002356 -0.2676 0.2678 0.0753 D245Z105P 0.05969 0.05802 -0.002564 -0.3594 0.3608 0.0093 D246Z112P 0.1052 0.1034 -0.002725 -0.4249 0.4234 -0.0567 D247Z95P 0.001548 0.00454 -0.002163 -0.2312 0.2388 0.1082 D248Z102P 0.03774 0.03733 -0.002445 -0.3271 0.3371 0.0423 D249Z108P 0.08089 0.07947 -0.002646 -0.3893 0.3940 -0.0237 D250Z115P 0.1297 0.1279 -0.002789 -0.4095 0.4175 -0.0897 D251Z117P 0.1445 0.1422 -0.002938 -0.4476 0.4605 -0.1109 D252Z118P 0.1524 0.15 -0.002969 -0.4854 0.4775 -0.1186 D253Z119P 0.1647 0.163 -0.00296 -0.5428 0.5248 -0.1192 D254Z121P 0.1782 0.1766 -0.003011 -0.5538 0.5482 -0.1197 D255Z122P 0.1918 0.1905 -0.002997 -0.5630 0.5561 -0.1203 D256Z124P 0.2059 0.2046 -0.003036 -0.5802 0.5739 -0.1209
17:07:07 03/17/10
0.7501 1.436 1.693 1.968 2.319 2.764 3.447 1.9e-015 -1.325 3.535 0.01225 2.55 0.01691 2.403 0.01812 -3.02 -3.866 -2.53 -2.132 -1.828 -1.579 -3.509 -7.008 -7.6 -6.328 -2.515 -5.815 -6.688 -5.477 -5.142 -4.583 -2.364 -4.196 -1.207 -1.232 -1.255 -1.276 -1.295 -1.312 -1.302 -1.265 -1.22 -1.323 -1.287 -1.244 -1.195 -0.7572 -0.5376 -0.5253 -0.5118 -0.4982 -0.4841
0.7477 1.436 1.692 1.967 2.318 2.763 3.446 1.325 1.326 7.033 1007 5.847 1005 4.622 1004 3.047 3.903 2.541 2.136 1.827 1.575 1007 7.032 7.6 6.351 1006 5.847 6.714 5.51 5.174 4.624 1005 4.235 1.441 1.416 1.394 1.373 1.354 1.338 1.346 1.383 1.428 1.33 1.362 1.404 1.453 1.044 0.84 0.853 0.8666 0.8805 0.8946
139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.593 92.97 26.28 105.3 44.57 129.6 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.589 0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2202 0.2192 0.2347 0.2338 0.2492 0.2485 0.2804 0.2803 0.2593 0.2586 0.2694 0.269 0.4155 0.4127 0.287 0.2869 0.301 0.3005 0.3156 0.3148 0.3306 0.3295 0.3459 0.3444 0.3613 0.3595 0.3768 0.3748 0.3924 0.39 0.4078 0.4051 0.294 0.2936 0.3083 0.3076 0.3232 0.3221 0.3382 0.3369 0.3536 0.3519 0.3691 0.3671 0.3846 0.3824 0.4001 0.3975 -0.0002186 -0.001121 -0.002131 -0.0005848 -0.0004517 0.002102 0.002186 0.005409 0.00375 0.007541 0.04243 0.0435 0 0 1000 0.009072 1000 0.009339 1000 0.01454 1000 0.01548 1000 0.0206 1000 0.02039 0.01116 0.009814 0.01808 0.01578 0.02409 0.02217 0.2886 0.2869 0.3024 0.3006 0.3168 0.3149 0.3316 0.3295 0.3466 0.3444 0.3618 0.3595 0.3771 0.3748 0.3924 0.39 0.4077 0.4051
-0.003024 -0.003052 -0.003044 -0.003031 -0.00306 -0.003039 -0.00311 -0.003027 -0.003044 -0.00306 -0.003076 -0.003085 -0.003093 -0.003101 -0.003109 -0.00311 -0.00305 -0.003065 -0.003079 -0.003088 -0.003096 -0.003104 -0.003109 -0.00311 -0.002289 -0.002186 -0.002187 -0.002228 -0.002296 -0.002522 0 -92.29 -105 -86.97 -99.94 -92.11 -104.9 -0.003159 -0.002944 -0.004429 0.00513 0.00556 0.005881 0.006107 0.006268 0.006373 0.006424 0.006435 0.006437
-0.5907 -0.5896 -0.5994 -0.6737 -0.5988 -0.6399 -0.7810 -0.6874 -0.7247 -0.7516 -0.7630 -0.7766 -0.7847 -0.7892 -0.7821 -0.7821 -0.7058 -0.7403 -0.7581 -0.7698 -0.7812 -0.7881 -0.7859 -0.7817 -0.0234 0.0367 0.0522 0.0577 0.0427 0.0943 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.6990 -0.7251 -0.7537 -0.7616 -0.7766 -0.7851 -0.7910 -0.7805 -0.7817
Joint Support Reactions for Load Case "COMBO 1-2":
17:07:07 03/17/10
0.5832 0.5871 0.5850 0.6721 0.5930 0.6185 0.7981 0.7036 0.7406 0.7684 0.7779 0.7923 0.8007 0.8061 0.7973 0.7980 0.7250 0.7560 0.7752 0.7874 0.7978 0.8037 0.8024 0.7987 0.0422 -0.0190 -0.0351 -0.0595 -0.0303 -0.1090 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6944 0.7293 0.7563 0.7681 0.7814 0.7897 0.7939 0.7875 0.7871
-0.1215 -0.4698 0.9092 125.1 -0.1220 -0.4553 0.9238 126.5 -0.1226 -0.4408 0.9385 127.9 -0.1262 -0.06962 0.6303 130.9 -0.1291 -0.3174 0.8353 128.9 -0.1288 -0.1939 0.7324 129.9 -0.1261 0.06554 0.7627 140.9 -0.1262 -0.06299 0.6369 131.4 -0.1261 -0.04898 0.6505 132.6 -0.1261 -0.03436 0.6648 133.7 -0.1261 -0.01937 0.6795 134.8 -0.1261 -0.004141 0.6944 135.9 -0.1261 0.01129 0.7095 137 -0.1261 0.02684 0.7248 138.1 -0.1261 0.04237 0.74 139.2 -0.1261 0.05782 0.7551 140.3 -0.1262 -0.05603 0.6436 132 -0.1261 -0.0417 0.6576 133.1 -0.1261 -0.02684 0.6721 134.2 -0.1261 -0.01177 0.6869 135.3 -0.1261 0.003568 0.7019 136.4 -0.1261 0.01907 0.7171 137.5 -0.1261 0.03465 0.7324 138.6 -0.1261 0.0501 0.7475 139.8 0.1373 -1.44 1.439 91.62 0.1535 -1.694 1.692 87.87 0.1778 -1.968 1.97 83.77 0.2092 -2.314 2.321 78.59 0.2549 -2.757 2.768 71.98 0.3081 -3.362 3.448 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 993 3.532 -83.7 0.0000 993.3 0.009339 -91.61 0.0000 994.2 2.547 -60.69 0.0000 994.5 0.01548 -68.62 0.0000 995.4 2.404 -47.54 0.0000 995.8 0.02039 -54.59 0.0000 -7.011 -3.513 8.587 0.0000 -5.815 -2.517 26.28 0.0000 -4.579 -2.361 44.57 0.0397 -0.06139 -0.06309 131.4 0.0397 -0.04759 -0.04941 132.6 0.0397 -0.03319 -0.03513 133.7 0.0397 -0.01843 -0.02048 134.8 0.0397 -0.003431 -0.00558 135.9 0.0397 0.01178 0.009526 137 0.0397 0.02712 0.02475 138.1 0.0397 0.04242 0.03996 139.2 0.0397 0.05766 0.0551 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D0Z93P -123.65 0.0 -0.47 0.0 -45.31 0.0 0.0 131.69 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -34.49 0.0 -29.16 0.0 -116.20 0.0 0.0 124.67 0.0 1.21 0.0 -2.2 0.0 -1.58 0.0 0.0 D29Z0P -38.63 0.0 -8.04 0.0 121.30 0.0 0.0 127.56 0.0 2.88 0.0 -3.2 0.0 0.38 0.0 0.0 D137Z93P -0.47 0.0 -116.61 0.0 129.54 0.0 0.0 174.30 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -50.32 0.0 -41.64 0.0 254.23 0.0 0.0 262.49 0.0 1.00 0.0 -2.1 0.0 -0.06 0.0 0.0 D212Z93P -120.81 0.0 -0.47 0.0 168.72 0.0 0.0 207.51 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -19.90 0.0 -30.40 0.0 85.56 0.0 0.0 92.96 0.0 2.89 0.0 -3.8 0.0 -1.92 0.0 0.0 D287Z93P -0.47 0.0 -125.75 0.0 -35.41 0.0 0.0 130.65 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-2": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.4720 0.4720 -0.8658 123.1797 -0.0000 46.1803 0.0000 0.0000 0.0000 D1Z93P 1.0049 1.0049 -1.8622 -1.0049 -1.0049 1.8622 0.0006 0.0004 -0.0022 D2Z0P 1.3789 1.3789 -2.8141 33.1079 27.7858 119.0165 0.0000 0.0000 0.0000 D3Z9P 1.3789 1.3789 -2.8141 -1.3789 -1.3789 2.8141 0.0123 0.0111 -0.0038 D4Z13P 1.3789 1.3789 -2.8141 -1.3789 0.1821 2.7091 0.0118 1000.0000 -104.9530 D5Z19P 8.4647 4.1907 -8.6372 -8.4647 -4.1907 8.6372 0.0134 0.0105 -0.0012 D6Z26P 1.2995 1.2995 -2.8810 -1.2995 -1.2995 2.8810 0.0202 0.0181 -0.0034 D7Z31P 1.2995 1.2995 -2.8810 -1.2995 0.1870 2.7811 0.0194 1000.0000 -99.9384 D8Z26P 7.1684 2.8333 -5.8231 -7.1684 -2.8333 5.8231 0.0204 0.0159 -0.0025 D9Z13P 2.8700 1.7686 -4.3117 -2.8700 -1.7686 4.3117 0.0140 0.0111 -0.0015 D10Z31P 10.6858 3.7526 -7.6810 -10.6858 -3.7526 7.6810 0.0200 0.0157 -0.0027 D11Z36P 3.7053 3.7053 -6.1519 -3.7053 -3.7053 6.1519 0.0194 0.0157 -0.0027 D12Z45P 1.3763 1.3763 -2.8509 -1.3762 -1.3762 2.8509 0.0260 0.0222 -0.0042 D13Z45P 1.3763 1.3763 -2.8509 -1.3762 -1.3762 2.8509 0.0259 0.0241 -0.0046 D14Z50P 1.3763 1.3763 -2.8509 -1.3762 0.1846 2.7459 0.0238 1000.0000 -104.9401 D15Z55P 3.3156 3.3156 -6.8412 -3.3156 -3.3156 6.8412 0.0223 0.0193 -0.0045 D16Z68P 7.1638 7.1638 -6.3306 -7.1638 -7.1638 6.3306 0.0175 0.0102 -0.0019 D17Z68P 7.1638 7.1638 -6.3306 -7.1638 -7.1638 6.3306 0.0165 0.0146 -0.0044 D18Z55P 7.3692 7.3692 -7.2972 -7.3692 -7.3692 7.2972 0.0230 0.0151 -0.0019 D19Z75P 1.8570 1.8570 -3.4757 -1.8570 -1.8570 3.4757 0.0079 0.0027 -0.0020 D20Z75P 6.1822 6.1822 -3.9317 -6.1821 -6.1821 3.9316 0.0102 0.0093 -0.0034 D21Z81P 1.5327 1.5327 -2.8153 -1.5327 -1.5327 2.8153 0.0036 -0.0007 -0.0020 D22Z81P 1.5327 1.5327 -2.8153 -1.5327 -1.5327 2.8153 0.0036 0.0034 -0.0016 D23Z86P 1.2150 1.2150 -2.2294 -1.2150 -1.2150 2.2294 0.0011 0.0011 0.0001 D24Z86P 1.2150 1.2150 -2.2294 -1.2150 -1.2150 2.2294 0.0002 -0.0023 -0.0021 D25Z90P 1.0800 1.0800 -2.0018 -1.0800 -1.0800 2.0018 -0.0014 -0.0024 -0.0022 D26Z90P 1.0800 1.0800 -2.0018 -1.0800 -1.0800 2.0018 0.0006 0.0008 0.0019 D27Z93P 1.0049 1.0049 -1.8622 -1.0049 -1.0049 1.8622 0.0003 0.0003 0.0046 D28Z50P 1.3763 1.3763 -2.8509 -1.3762 -1.3762 2.8509 0.0239 0.0205 -0.0044 D29Z0P 1.3789 1.3789 -2.8141 37.2538 6.6580 -118.4859 0.0000 0.0000 0.0000 D30Z9P 1.3789 1.3789 -2.8141 -1.3789 -0.0062 2.7218 0.0115 1000.0000 -92.2882 D31Z19P 2.6784 2.6784 -5.6951 -2.6784 -2.6784 5.6951 0.0135 0.0085 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
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179 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5251 0.5218 0.5218 0.5445 0.5445 0.5409 0.5409 0.5115 0.5115 0.4720 0.4720 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.5004 0.7422 0.7422 0.5004 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450
1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5251 0.5218 0.5218 0.5445 0.5445 0.5409 0.5409 0.5115 0.5115 0.4720 0.4720 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.5004 0.7422 0.7422 0.5004 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450
-2.8810 -2.8810 -2.8141 -2.8810 -5.7319 -2.8509 -2.8509 -2.8509 -0.9287 -0.9287 -0.9287 -0.9287 -0.9916 -0.9916 -0.9916 -0.9916 -0.9287 -0.9287 -0.8658 -0.8658 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.9283 -1.5270 -1.5270 -0.9283 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441
-1.2995 -1.2995 -1.3789 -1.2995 -2.6757 -1.3762 -1.3762 -1.3762 -0.5250 -0.5250 -0.5217 -0.5217 -0.5445 -0.5445 -0.5409 -0.5409 -0.5115 -0.5115 -0.4720 -0.4720 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.5002 -0.7421 -0.7421 -0.5002 -0.4841 -0.4841 -2.6377 -2.6377 -0.4865 -0.4865 -0.4808 -0.4808 -2.6432 -2.6432 -0.4762 -0.4762 -0.4448 -0.4448
17:07:07 03/17/10
-0.0059 -1.2995 -1.3789 -1.2995 -2.6758 -1.3762 -0.0062 -1.3762 -0.5250 -0.5250 -0.5217 -0.5217 -0.5445 -0.5445 -0.5409 -0.5409 -0.5115 -0.5115 -0.4720 -0.4720 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.5002 -0.7421 -0.7421 -0.5002 -0.4842 -0.4841 -2.6377 -2.6377 -0.4865 -0.4865 -0.4808 -0.4808 -2.6432 -2.6432 -0.4762 -0.4762 -0.4448 -0.4448
2.7941 2.8810 2.8141 2.8810 5.7319 2.8509 2.7588 2.8509 0.9287 0.9287 0.9287 0.9287 0.9916 0.9916 0.9916 0.9916 0.9287 0.9287 0.8658 0.8658 0.8658 1.7945 1.9204 3.5672 1.9204 1.8575 1.8570 0.8658 1.7945 1.9204 3.5673 1.9204 1.8575 1.8570 0.9283 1.5270 1.5270 0.9283 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4941 1.1261 1.1261 0.8441 0.8442
0.0185 1000.0000 0.0185 0.0123 0.0134 0.0095 0.0195 0.0122 0.0198 0.0121 0.0243 0.0168 0.0243 1000.0000 0.0238 0.0158 0.1168 0.1161 0.1167 0.1170 0.0923 0.0916 0.0922 0.0925 0.0695 0.0689 0.0694 0.0699 0.0484 0.0480 0.0483 0.0488 0.0295 0.0292 0.0293 0.0299 0.0135 0.0134 0.0132 0.0135 0.0079 0.0080 0.0210 0.0237 0.0392 0.0391 0.0585 0.0597 0.0810 0.0805 0.1042 0.1046 0.1297 0.1287 0.0049 0.0007 0.0210 0.0206 0.0379 0.0367 0.0588 0.0582 0.0802 0.0800 0.1044 0.1036 0.1289 0.1289 0.1433 0.1435 0.1508 0.1496 0.1510 0.1515 0.1435 0.1425 0.1637 0.1631 0.1637 0.1643 0.1775 0.1767 0.1775 0.1775 0.1914 0.1905 0.1914 0.1911 0.2058 0.2046 0.2058 0.2049 0.2204 0.2192 0.2204 0.2193 0.2352 0.2338 0.2352 0.2335 0.2500 0.2480 0.2503 0.2486
-86.9737 -0.0013 -0.0007 -0.0014 -0.0015 -0.0017 -92.1110 -0.0018 0.0158 -0.0029 0.0147 -0.0028 0.0133 -0.0027 0.0116 -0.0026 0.0097 -0.0025 0.0073 -0.0024 0.0060 -0.0025 0.0107 -0.0027 0.0141 -0.0029 0.0163 -0.0023 0.0086 -0.0025 0.0126 -0.0028 0.0153 -0.0029 -0.0030 0.0086 -0.0031 0.0112 0.0090 -0.0031 0.0095 -0.0031 0.0098 -0.0032 0.0101 -0.0031 0.0104 -0.0032 0.0106 -0.0032 -0.0032 0.0108
Helman O. Mozo
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Job
180 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.2836 0.2836 0.2065 0.2065 0.2065 0.2065 0.0829 0.0829 0.0771 0.1542 0.0772 0.1545 0.0773 2.1757 0.0775 0.1551 0.0776 0.1553 0.0777 0.1556 0.0779 2.1907 0.0780 0.1609 0.0829 0.5330 3.3363 3.4293 0.8647 5.2760 6.0966 1.3789 1.3789 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 0.5470 0.6679 0.8647 0.9922 6.0966 0.4720 1.0049 1.3789 1.3789 1.2995
0.2836 0.2836 0.2065 0.2065 0.2065 0.2065 0.0829 0.0829 0.0771 0.1542 0.0772 0.1545 0.0773 2.1757 0.0775 0.1551 0.0776 0.1553 0.0777 0.1556 0.0779 2.1907 0.0780 0.1609 0.0829 0.5330 3.3363 3.4293 0.8647 5.2760 6.0966 1.3789 1.3789 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 0.5470 0.6679 0.8647 0.9922 6.0966 0.4720 1.0049 1.3789 1.3789 1.2995
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17:07:07 03/17/10
0.2802 0.2788 0.2578 0.2694 0.2678 0.2588 0.4127 0.4131 0.2854 0.2936 0.2993 0.3076 0.3139 0.3222 0.3287 0.3369 0.3438 0.3519 0.3592 0.3671 0.3746 0.3824 0.3901 0.3975 0.4054 -0.0019 0.0019 0.0027 0.0051 0.0162 0.0437 0.0090 0.0098 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824 0.3977 0.0000 -0.0029 -0.0016 0.0015 0.0025 0.0409 0.0000 0.0004 0.0090 0.0083 0.0123
0.0049 -0.0031 -0.0031 0.0069 -0.0031 0.0089 0.0064 -0.0032 -0.0031 0.0054 -0.0031 0.0057 -0.0031 0.0060 -0.0032 0.0062 -0.0032 0.0063 -0.0032 0.0064 -0.0032 0.0064 -0.0032 0.0064 -0.0032 0.0037 0.0009 -0.0008 -0.0023 -0.0044 -0.0081 -0.0005 -0.0014 -0.0031 -0.0031 -0.0031 -0.0031 -0.0032 -0.0032 -0.0032 -0.0032 -0.0023 -0.0021 -0.0021 -0.0020 -0.0020 -0.0021 0.0000 -0.0095 92.2879 79.6274 86.9713
Helman O. Mozo
Page
Job
181 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P
1.2995 1.3763 1.3763 7.1638 3.3156 1.8570 1.5327 1.2150 1.0800 1.3789 5.3119 1.3789 2.6784 1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5218 0.5445 0.5409 0.5115 0.4720 0.9835 2.3648 1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776
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Helman O. Mozo
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Job
182 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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184 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 22.54 -4676.82 2546.92 2102.87 -459.05 -1500.28 1216.96 D128P 22.54 -2102.87 459.05 -1152.03 3563.54 -1594.59 1970.68 D129P 22.54 411.36 -1304.58 255.93 238.94 332.70 -531.31 D130P 22.54 -110.92 173.05 -343.58 1671.42 -184.62 749.22 D131P 22.54 -70.41 1545.42 71.81 -1385.48 0.43 49.11 D132P 22.54 -111.50 -2422.08 -563.16 12658.91 -166.63 2528.27 D133P 22.53 563.16 -12658.92 565.31 -20835.88 202.25 -6003.06 D134P 22.53 -19.80 -2804.76 -347.45 -12926.00 -74.16 -3176.50 D135P 22.53 -19.80 2804.75 53.26 -759.97 5.76 352.18 D136P 22.53 -53.26 759.97 -51.58 1086.25 -12.64 222.64 D137P 22.53 51.58 -1086.25 -63.43 -81.86 -2.36 -232.57 D138P 22.53 63.43 81.86 42.20 -1283.54 20.89 -237.59 D139P 22.53 -42.20 1283.54 -21.18 1568.94 -8.36 376.12 D140P 22.53 21.18 -1568.94 -37.10 -485.78 -2.94 -379.15 D141P 22.53 37.10 485.78 -47.19 -2761.35 -2.11 -476.92 D142P 22.53 47.19 2761.35 195.18 4287.34 28.09 816.89 D143P 263.51 -20442.72 -11582.28 -7684.28 -4886.04 -16943.98 -9920.67 D144P 785.52 331.46 2725.74 786.42 -2724.54 1056.37 1.13 D145P 263.51 5098.36 -1515.67 20442.72 11582.28 15339.99 6046.01 D146P 263.51 7684.27 4886.03 -3777.50 2976.67 2353.48 4736.57 D147P 263.52 3723.52 2790.32 212.42 3187.24 2371.05 3600.94 D148P 263.53 1929.79 1337.34 1178.00 2165.66 1872.17 2110.24 D149P -17.24 -583.54 -653.08 -1101.36 239.50 -1185.95 -291.10 D150P -17.26 -67.40 -2631.20 -1448.90 2561.06 -1067.28 -49.37 D151P 16.20 -215.96 208.60 -111.63 59.99 -325.58 266.94 D152P -0.05 -195.26 50.84 135.70 682.21 -107.42 1322.13 D153P -0.02 -33.88 21.13 11.63 106.68 -40.12 230.52 D154P 785.52 331.46 -2725.73 -225.33 1731.87 50.15 -469.59 D155P 22.53 347.45 12926.00 565.31 20835.88 127.70 4723.58 D156P 22.54 -71.81 1385.48 111.50 2422.08 11.73 1125.03 D157P 22.54 343.58 -1671.42 70.41 -1545.42 151.06 -1173.79 D158P 22.54 -255.93 -238.94 110.92 -173.05 -68.77 -195.38 D159P 22.54 1152.03 -3563.54 -411.36 1304.58 427.87 -1304.95 D160P 263.51 3777.49 -2976.67 -57.89 -1553.10 2240.72 -2728.78 D161P 263.52 57.89 1553.09 8171.13 5936.57 4957.24 4511.84 D162P 263.52 -8171.13 -5936.57 -3723.53 -2790.33 -7165.46 -5257.17 D163P 263.52 -212.42 -3187.25 -1125.62 -1888.87 -806.05 -3057.91
0.3024 0.3168 0.3316 0.3466 0.3618 0.3771 0.3924 0.4077
0.3006 0.3149 0.3295 0.3444 0.3595 0.3748 0.3900 0.4051
0.0056 0.0059 0.0061 0.0063 0.0064 0.0064 0.0064 0.0064
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
263.52 1125.62 1888.87 4078.91 3750.23 3135.26 3397.05 263.52 -4078.92 -3750.24 -1929.80 -1337.35 -3619.71 -3064.81 263.53 -1178.01 -2165.67 -1267.99 -1718.91 -1473.49 -2340.11 263.53 1267.98 1718.90 1491.04 1172.38 1662.06 1741.74 -17.25 759.51 664.89 67.39 2631.21 582.03 2320.03 -17.25 -309.60 -1460.79 -759.52 -664.88 -752.52 -1496.20 -17.25 1101.35 -239.49 309.59 1460.80 993.12 859.64 -17.24 486.77 288.43 583.53 653.09 753.35 662.71 -17.24 -5.27 -300.14 -486.78 -288.42 -346.34 -414.27 16.21 111.63 -59.97 55.49 -805.99 166.10 -860.64 16.21 -55.49 806.01 -174.02 -100.81 -228.10 700.87 -0.05 -118.74 60.58 91.91 505.57 -48.39 1021.11 -0.04 -107.73 53.49 49.94 417.26 -104.23 849.05 -0.03 -34.88 227.13 27.06 312.09 -14.09 972.54 -0.03 -62.04 35.28 26.53 180.22 -64.05 388.67 -0.02 -32.31 20.88 -17.80 91.79 -90.38 203.20 -0.01 24.93 205.36 -24.59 61.38 0.60 481.10 -0.01 -18.79 21.12 -13.50 1.47 -58.24 40.74 -0.05 -135.72 -682.22 118.72 -60.59 -30.65 -1339.74 -0.04 -91.92 -505.58 107.72 -53.51 28.50 -1008.37 -0.04 -49.96 -417.27 34.86 -227.15 -27.22 -1162.28 -0.03 -27.08 -312.10 62.03 -35.29 63.04 -626.56 -0.03 -26.55 -180.23 33.86 -21.15 13.20 -363.21 -0.02 -11.65 -106.69 32.30 -20.89 37.25 -230.11 -0.01 17.79 -91.80 -24.94 -205.37 -12.90 -535.99 -0.01 24.58 -61.40 18.78 -21.14 78.20 -148.85 -0.00 13.48 -1.48 -0.01 -0.01 24.29 -2.70 -21.68 -20398.89 821.82 8596.01 -381.49 -6879.56 256.66 -21.67 -8596.01 381.49 -4107.56 142.41 -6223.52 256.66 -21.67 4339.15 -78.62 4535.96 4.72 4424.94 -36.85 -21.67 1944.53 2.79 1983.94 -11.54 1595.75 -3.56 -21.67 929.06 -7.76 -916.48 30.71 3.86 7.05 -21.67 -766.65 -5.74 7714.30 -24.13 1715.91 -7.38 -21.67 -7714.31 24.13 -11731.75 -21.15 -3485.19 0.53 -21.67 1587.35 11.20 7331.88 -21.61 1801.05 -2.10 -21.67 1587.35 -11.20 -392.44 -135.88 205.80 -25.33 -21.67 392.44 135.88 526.14 140.27 110.78 33.30 -21.67 -526.14 -140.27 -60.59 6.40 -116.82 -26.65 -21.67 60.59 -6.40 -468.35 129.33 -80.62 24.31 -21.67 468.35 -129.33 633.26 -171.81 145.25 -39.71 -21.67 -633.26 171.81 -351.28 84.05 -181.67 47.21 -21.67 351.28 -84.05 -1365.52 519.68 -212.57 91.30 -21.67 1365.52 -519.68 2219.76 -810.61 415.51 -154.17 56.21 19755.36 30012.15 8268.12 14184.30 16881.61 26624.37 170.70 -285.72 -671.32 9102.72 -665.72 8331.91 -1263.48 56.21 -13844.24 -15004.16 -19755.36 -30012.15 -20179.94 -27036.82 56.21 -8268.12 -14184.31 5824.73 8137.86 -1471.92 -3642.44 56.20 -4222.28 -6516.44 1115.69 429.62 -1871.44 -3666.76 56.20 -2312.43 -3292.39 204.11 74.02 -1270.08 -1938.78 -24.59 -375.97 -219.06 -897.03 493.48 -896.03 193.15 -24.59 -2030.33 -1451.98 -6922.26 5950.95 -6301.47 3166.70 21.49 653.91 287.52 494.98 182.69 1141.83 467.32
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
186 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
-0.00 -0.00 170.70 -21.67 -21.67 -21.67 -21.67 -21.67 56.21 56.21 56.21 56.20 56.20 56.20 56.20 56.20 -24.59 -24.59 -24.59 -24.59 -24.59 21.49 21.49 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -324.37 -324.37 -324.38 -324.39 -324.39 -324.40 -324.41 -324.42 -324.43 -324.43 -324.44 194.77 517.90
-924.86 -84.24 -285.71 -7331.89 916.48 -1983.94 -4535.96 4107.56 -5824.74 -965.04 6706.03 -1115.70 -1443.50 2963.63 -204.11 -836.30 937.35 -146.19 897.02 491.31 -259.26 -494.99 369.74 -378.34 -255.38 -77.63 -122.88 -35.88 100.45 12.43 342.02 100.16 37.49 14.42 35.77 22.11 -27.20 -37.85 -1.63 -3332.14 -1556.21 241.48 -76.08 -77.88 -103.21 549.72 -24.17 -24.17 -37.86 45.15 106.08 -353.25
-734.08 -342.04 434.91 -64.96 -22.13 38.14 671.32 -3232.27 380.12 21.61 -11731.74 21.15 -30.71 766.65 5.74 11.54 -929.06 7.76 -4.72 -1944.53 -2.79 -142.41 -4339.15 78.62 -8137.86 965.03 1442.61 -1442.62 -6706.04 -8412.06 8412.05 4222.27 6516.43 -429.63 1443.50 2813.30 -2813.31 -2963.64 -3494.03 3494.02 2312.43 3292.38 -74.02 836.29 1653.07 -1653.08 -1993.61 -2577.52 520.51 2030.32 1451.99 -1309.99 -937.36 -520.50 -493.47 146.18 1310.00 -941.86 375.96 219.07 665.53 -491.32 941.87 -182.69 -369.75 -17.89 17.89 1173.03 -133.18 -178.34 -100.18 187.65 -239.61 -37.51 132.66 -68.42 -14.44 73.53 -121.42 -35.78 71.76 -54.24 27.19 -24.35 59.94 37.84 -41.01 -20.97 1.61 -12.41 -434.93 378.32 178.33 -187.66 255.37 239.60 -132.67 77.62 68.41 -73.54 122.86 121.41 -71.78 84.22 64.95 -38.15 35.87 54.22 24.33 -100.46 -59.96 41.00 -12.45 20.96 12.39 -0.01 -0.01 -1906.83 1556.21 -168.89 168.89 -749.23 -4177.03 -875.59 69.37 -2733.59 -2856.36 -307.56 -2556.84 -1142.14 45.36 1555.09 2328.19 -549.72 -12655.62 12655.63 566.68 20826.18 2882.03 -348.90 13042.90 -2882.03 37.86 623.94 -623.94 -45.15 -984.11 984.11 -106.08 15.87 33.49 353.25 1510.98 -1480.25 -344.70 -1805.00
17:07:07 03/17/10
-2284.97 -191.84 -1662.21 -2667.17 497.32 -1062.93 -3073.24 -133.78 -2927.53 -4621.13 6583.32 197.47 -2654.90 3178.35 380.83 -1704.77 2088.86 -762.68 734.28 610.45 -528.32 -859.43 1533.29 -863.05 -528.26 -166.06 -286.15 -15.68 249.41 25.33 1299.23 641.25 207.62 247.61 216.41 104.58 -230.26 -90.72 -2.96 -1035.14 -1129.44 154.98 -155.83 -9.99 -161.26 200.09 -75.33 2.36 -10.01 -12.13 90.82 -92.03
-539.57 -48.38 496.80 5.98 -7.38 7.05 -3.56 -36.85 -4033.28 -5936.55 8993.06 1435.95 -3799.60 4088.19 951.23 -2548.55 1388.39 -1288.43 574.73 -508.75 1131.40 -199.35 -114.58 16.79 -192.91 9.20 -89.57 -141.74 34.15 -60.20 -462.81 93.68 -115.90 86.33 -12.32 28.99 -64.25 111.75 22.32 -1209.88 -1963.60 -1799.46 -2198.85 126.81 -2550.64 6000.73 3215.71 -388.92 -193.92 199.10 305.37 -433.18
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
836.48 900.98 1461.59 -503.40 -875.82 -503.40 -503.40 -503.39 -503.39 -15.84 -15.84 -32.33 0.04 0.02 -875.81 -324.41 -324.40 -324.39 -324.38 -324.38 -503.39 -503.39 -503.39 -503.39 -503.39 -503.39 -503.39 -503.39 -15.84 -15.84 -15.84 -15.85 -15.85 -32.33 -32.34 0.04 0.03 0.03 0.02 0.01 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.00 -446.64
344.70 1835.29 -54.90 -600.45 -504.94 -3175.28 -7185.13 -32316.20 -356.73 -2836.56 -1035.61 3676.75 3537.73 12192.73 2113.12 5080.71 1125.32 2163.59 -527.54 -763.55 -136.73 -3092.70 140.70 -100.86 -84.95 -202.54 -33.99 46.36 -356.73 2836.55 348.90 -13042.90 -45.36 -1555.09 307.56 2556.84 -69.37 2733.59 749.23 4177.03 -1851.48 4891.84 1366.39 -599.51 -4091.59 -10948.32 -1877.67 -1701.27 1406.85 1757.36 -2551.30 -5282.65 -1617.36 -2127.05 1537.50 2043.10 645.69 816.74 -223.32 -1590.06 1014.01 -142.99 476.78 378.60 -25.45 -173.53 -96.91 35.95 17.42 -785.22 -145.58 97.45 -100.90 101.45 -36.62 263.48 -61.57 63.74 -32.31 43.07 24.92 218.95 -18.77 26.08 -93.99 -718.55 -101.93 -552.74 -47.41 -461.37 -27.71 -341.89 -26.37 -207.04 -11.70 -130.41 17.78 -112.52 24.59 -67.88 13.50 -4.75 12986.75 70.64
54.90 606.58 504.94 3228.58 -618.03 -4870.07 -3537.73 -12192.74 891.07 2913.73 7185.13 32316.19 1851.48 -4891.85 1877.67 1701.27 1617.35 2127.05 -1014.02 143.00 -2781.44 1521.28 96.91 -35.97 93.97 718.54 11.69 130.39 -504.86 -1190.10 566.68 -20826.18 103.21 -2328.19 77.88 1142.14 76.08 2856.36 -241.48 875.59 -1366.39 599.50 4091.59 10948.31 -2113.13 -5080.71 -1406.86 -1757.37 2551.29 5282.64 -1125.33 -2163.60 -1537.51 -2043.10 625.34 1339.32 136.72 3092.71 -645.70 -816.73 223.31 1590.07 527.52 763.56 -476.79 -378.59 -17.42 785.21 -83.15 200.69 101.91 552.73 47.40 461.36 27.70 341.87 26.35 207.03 -17.80 112.50 -24.60 67.86 -13.51 4.74 145.57 -97.46 100.89 -101.46 36.60 -263.49 61.56 -63.76 33.98 -46.37 32.30 -43.09 -24.93 -218.97 18.75 -26.10 -0.01 -0.01 -5161.14 38.85
17:07:07 03/17/10
73.74 450.59 94.32 550.81 -130.14 -932.39 -6459.56 -26812.61 504.94 72.93 3693.40 21617.38 3246.51 4398.12 2404.09 4085.53 1652.21 2584.72 -1085.06 -436.78 -2054.02 -1106.08 236.14 -135.99 16.27 930.65 -40.22 318.79 -407.09 777.93 128.10 -4738.58 17.09 -1147.40 140.64 1349.72 3.18 2650.92 293.31 2918.78 -1938.48 3308.04 3287.94 6234.22 -3737.78 -9656.04 -1978.63 -2083.52 2384.42 4240.97 -2214.83 -4485.69 -1900.52 -2512.14 1302.92 2037.60 550.72 2751.75 -611.68 -1694.07 870.91 1018.56 706.90 803.94 -353.51 -388.63 -113.62 816.12 -65.33 -580.95 -78.76 1172.67 -96.50 1015.09 -16.08 1091.82 -63.53 488.36 -90.38 280.59 0.57 517.31 -58.21 55.59 93.04 -1471.77 -1.87 -1179.93 -19.49 -1307.37 61.05 -731.63 13.72 -457.06 37.15 -312.91 -12.89 -597.86 78.17 -169.50 24.32 -8.60 4561.32 63.82
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-446.64 -446.66 -446.67 -446.68 -446.70 -446.71 -446.73 -446.74 -446.75 -446.76 568.40 1076.19 1576.84 1641.34 1641.33 -437.94 -325.76 -437.94 -437.93 -437.92 -437.91 -6.45 -6.46 -31.29 -0.01 -0.01 -325.76 -446.71 -446.69 -446.67 -446.66 -446.65 -437.93 -437.93 -437.92 -437.92 -437.91 -437.91 -437.91 -437.91 -6.46 -6.45 -6.45 -6.45 -6.45 -31.29 -31.29 -0.01 -0.01 -0.01 -0.01 -0.00
5161.14 -3669.69 -2570.57 89.29 -7299.26 11296.64 -1347.72 -1347.72 -873.19 967.84 32.51 -1120.59 1188.96 -393.23 -1506.87 6580.62 134.25 -9262.64 -4129.49 -2657.68 -1644.40 -309.95 -1980.62 -512.26 -715.67 -67.59 134.24 7091.20 3045.72 1350.38 4586.96 -2425.41 -294.46 -2339.62 2593.01 491.41 -1726.99 1489.65 -91.27 -641.67 830.87 -59.99 808.85 432.38 -251.61 418.99 -245.56 -337.94 -225.95 -53.18 -104.18 -21.34
-38.85 2425.41 -63.32 -4586.96 6.16 -1350.38 -41.17 -3045.71 -2.07 -11296.64 23.83 11887.68 0.02 -7091.20 -0.02 873.19 84.20 -967.84 -107.45 -32.50 48.73 1120.59 334.84 -1188.96 -256.29 393.23 74.14 1506.87 321.62 -2382.85 9104.78 4129.49 489.49 -10024.41 -9103.40 -6580.62 -7017.62 294.45 -4306.18 -491.42 -2459.34 91.26 -131.13 -808.86 -1342.83 -7887.17 -153.42 -418.98 -438.02 -267.16 -65.17 -6.51 -489.49 3036.47 17.41 11887.68 -23.72 7299.26 -55.85 -89.29 59.27 2570.57 -169.13 3669.69 -375.93 2339.62 -3696.61 -2593.01 3304.10 2657.68 992.28 1726.98 -3014.28 -1489.65 1886.73 1644.39 53.06 641.66 -1534.19 -2382.73 421.72 1980.61 -1174.98 -830.87 -592.63 59.98 -917.71 309.94 472.86 -432.39 144.78 245.58 8.24 -815.76 -243.00 -68.83 -224.15 -9.02 -72.07 5.69 -120.64 -18.13 -54.10 40.34
169.13 -59.27 55.85 23.72 -23.83 -28.37 -17.41 -84.20 107.45 47.79 -286.55 303.89 -68.01 -321.62 518.80 7017.62 1081.76 -9104.78 375.92 -992.29 -53.06 592.64 6289.50 -144.78 319.22 38.17 443.47 28.37 2.07 41.17 -6.16 63.32 3696.60 -3304.11 4306.18 3014.28 -1886.73 2459.33 1534.18 -1911.51 1342.84 -421.71 1174.99 131.14 917.72 -8.24 193.82 212.25 126.75 74.96 71.48 -24.41
17:07:07 03/17/10
3716.67 63.82 -4116.59 -61.12 -1592.69 25.19 -907.89 -5.36 -4592.77 -6.40 4155.18 -0.81 -1704.06 -3.51 -81.73 -14.50 -222.02 23.11 186.23 -11.88 227.99 -47.02 -304.53 84.22 291.95 -59.84 233.40 -51.87 -450.79 97.40 6451.87 9712.29 -9346.02 1484.81 -9515.47 -10935.85 -2310.27 -4001.02 -1897.05 -3191.85 -935.62 -1513.50 -787.50 324.84 -6945.66 3481.82 -925.52 -296.37 -1772.62 -214.27 -133.65 -48.69 1498.14 -21.75 2655.31 6.41 3056.64 -6.40 460.16 -5.36 3394.31 25.19 718.79 -61.12 1232.03 2000.41 -2971.47 -4217.30 3163.06 4584.51 1336.38 2413.59 -1937.74 -2952.42 1887.97 2618.11 331.56 956.17 -1821.93 -2075.72 1978.92 1242.02 -627.05 -1123.87 611.54 409.91 522.49 -553.64 -481.45 978.79 660.49 135.70 -1054.81 200.81 -733.65 -55.47 -423.80 -175.67 -85.66 5.21 -220.59 -88.68 34.27 -141.60
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00
109.40 15.75 267.14 68.82 9.01 -5.70 18.11 6.49 -40.36 -42.60 -3.67
59.93 -21.04 -319.23 -212.26 -126.76 -74.98 -71.49 -38.19 24.39 40.96 12.36
42.59 3.65 337.93 225.94 53.17 104.16 67.58 21.33 -109.42 -15.76 -0.01
-40.97 -12.37 242.99 224.14 72.06 120.63 65.15 54.09 -59.94 21.03 -0.01
17:07:07 03/17/10
274.13 34.99 1091.31 531.63 112.15 177.58 154.55 50.18 -270.14 -105.27 -6.64
34.19 -60.26 -137.51 21.42 -98.66 82.34 -11.43 28.68 -64.11 111.79 22.27
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 3 "COMBO 1-3"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004981 -0.0003769 -0.009403 0.3509 0.3723 0.1263 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01256 -1000 92.29 0.0000 0.0000 0.0000 -3.51 -1007 100.9 D4Z13P 0.01188 -1000 79.63 0.0000 0.0000 0.0000 0.01188 -1007 92.97 D5Z19P 0.01296 -0.01068 -0.001166 -0.0268 -0.0144 -0.5876 -6.327 -6.351 18.73 D6Z26P 0.01968 -1000 86.97 0.0000 0.0000 0.0000 -2.513 -1006 113.3 D7Z31P 0.019 -1000 74.01 0.0000 0.0000 0.0000 0.019 -1005 105.3 D8Z26P 0.01988 -0.01416 -0.001811 -0.0303 -0.0210 -0.7426 -5.813 -5.847 26.28 D9Z13P 0.01374 -0.0107 -0.0009577 -0.0298 -0.0454 -0.4202 -6.689 -6.714 13.34 D10Z31P 0.01951 -0.01477 -0.001996 -0.0534 -0.0720 -0.7905 -5.475 -5.509 31.32 D11Z36P 0.01887 -0.01504 -0.002114 -0.0372 -0.0349 -0.7455 -5.139 -5.173 36.32 D12Z45P 0.02425 -0.01886 -0.002477 -0.0184 -0.0176 -0.6678 -4.579 -4.622 44.57 D13Z45P 0.02422 -1000 92.11 0.0000 0.0000 0.0000 -2.359 -1005 136.7 D14Z50P 0.02278 -1000 79.28 0.0000 0.0000 0.0000 0.02278 -1004 129.6 D15Z55P 0.02154 -0.01799 -0.002632 0.1088 0.1049 -0.5805 -3.862 -3.901 55.28 D16Z68P 0.01548 -0.01157 -0.0007307 -0.2718 -0.2575 0.0921 3.047 -3.043 67.95 D17Z68P 0.01597 -0.01359 -0.002734 -0.2294 -0.2345 -0.4119 -3.015 -3.045 67.95 D18Z55P 0.02152 -0.0168 -0.0002094 0.1504 0.1480 0.0758 3.905 -3.9 55.28 D19Z75P 0.007645 -0.005212 -0.002011 -0.0051 0.0022 0.1027 2.541 -2.539 75.35 D20Z75P 0.008054 -0.007018 -0.002669 -0.0977 -0.1071 -0.3575 -2.526 -2.541 75.35 D21Z81P 0.003283 -0.001006 -0.003545 -0.0658 -0.0612 0.1110 2.136 -2.133 81.32 D22Z81P 0.002049 -0.001395 -0.002598 -0.0346 -0.0440 -0.3080 -2.13 -2.134 81.32 D23Z86P -8.352e-005 -0.0002238 -0.002469 -0.0495 -0.0572 -0.2619 -1.827 -1.827 85.87 D24Z86P 9.965e-005 0.0008689 -0.005242 0.0130 0.0175 0.1173 1.827 -1.826 85.87 D25Z90P 0.0001016 0.0004952 -0.006971 -0.0921 -0.0837 0.1221 1.577 -1.576 89.59 D26Z90P -0.00155 0.001891 -0.00243 -0.0346 -0.0018 -0.2305 -1.578 -1.575 89.59 D27Z93P 0.0003698 -0.000638 -0.002305 0.0834 -0.0414 -0.1995 -1.325 -1.326 93.33 D28Z50P 0.02283 -0.01855 -0.002568 -0.0937 -0.1070 -0.6006 -4.192 -4.233 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01146 -0.009608 0.002505 0.0000 0.0000 0.0000 3.534 -7.032 8.593 D31Z19P 0.01369 -0.009739 -0.0008283 0.0081 0.0186 0.0249 6.354 -6.35 18.73 D32Z26P 0.01841 -0.01548 -0.0001443 0.0000 0.0000 0.0000 2.551 -5.848 26.28 D33Z26P 0.01843 -0.01253 -0.0006639 0.0132 0.0282 0.0350 5.851 -5.845 26.28 D34Z13P 0.01368 -0.009595 -7.04e-005 0.0021 0.0002 0.0184 6.717 -6.713 13.34 D35Z31P 0.01907 -0.01296 -0.0008075 -0.0049 -0.0019 0.0427 5.513 -5.507 31.32 D36Z36P 0.01919 -0.01336 -0.0009881 0.0167 0.0214 0.0494 5.177 -5.172 36.32 D37Z45P 0.0243 -0.0186 -0.0001155 0.0244 0.0291 0.0607 4.627 -4.622 44.57 D38Z45P 0.02428 -0.02145 2.561e-005 0.0000 0.0000 0.0000 2.407 -4.625 44.58 D39Z50P 0.02284 -0.01764 -0.0001404 -0.0674 -0.0619 0.0686 4.237 -4.232 50.35 D40Z113P 0.1171 -0.1164 -0.002776 0.4248 0.4249 0.0635 -1.208 -1.441 113.3 D41Z113P 0.1171 -0.1166 -0.02144 0.4480 0.4394 0.1260 1.442 -1.442 113.2 D42Z110P 0.09256 -0.09181 -0.002709 0.4152 0.4237 0.0197 -1.232 -1.417 109.9
17:07:07 03/17/10 Designed by
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Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09275 0.06978 0.06985 0.04863 0.04879 0.02971 0.02978 0.01319 0.01386 0.001432 0.01959 0.03732 0.05882 0.08035 0.1047 0.1291 0.01148 0.02287 0.04049 0.05919 0.08167 0.1046 0.1301 0.1441 0.1517 0.1513 0.1437 0.1647 0.1647 0.1781 0.1782 0.1919 0.1919 0.2058 0.2059 0.2203 0.2203 0.2348 0.2348 0.2496 0.2495 0.2808 0.2807 0.2596 0.2697 0.2701 0.2594 0.4146 0.4146 0.2875 0.2943 0.3014
-0.0921 -0.06922 -0.06941 -0.04825 -0.04846 -0.02937 -0.02957 -0.01337 -0.01373 -0.004654 -0.01873 -0.03766 -0.05802 -0.07983 -0.1039 -0.1282 -0.01223 -0.02113 -0.04097 -0.05837 -0.0815 -0.1037 -0.1293 -0.1431 -0.1504 -0.1503 -0.1427 -0.1628 -0.1629 -0.1765 -0.1766 -0.1901 -0.1902 -0.2043 -0.2044 -0.2187 -0.2188 -0.2334 -0.2334 -0.2483 -0.248 -0.2794 -0.2793 -0.2581 -0.2684 -0.2687 -0.2581 -0.4132 -0.4132 -0.2858 -0.2929 -0.2998
-0.02021 -0.002639 -0.01871 -0.002553 -0.01688 -0.002468 -0.01474 -0.002351 -0.01219 -0.002267 -0.01362 -0.002501 -0.01789 -0.002673 -0.02089 -0.002806 -0.01075 -0.002434 -0.01587 -0.002603 -0.01952 -0.002744 -0.02199 -0.01695 -0.002965 -0.01439 -0.002885 -0.00301 -0.0149 -0.002994 -0.01535 -0.003037 -0.01574 -0.003025 -0.01607 -0.003061 -0.01636 -0.003051 -0.01659 -0.0168 -0.003076 -0.003109 -0.01112 -0.01497 -0.003089 -0.01305 -0.00307 -0.003191 -0.01284 -0.01139 -0.003123 -0.01185
0.3772 0.3683 0.4177 0.3641 0.2704 0.2786 0.4221 0.3006 0.0337 0.2331 0.2956 0.3280 0.3700 0.3888 0.4276 0.4106 0.2480 0.2697 0.3162 0.3598 0.3888 0.4257 0.4006 0.3438 0.4682 0.4229 0.4490 0.5355 0.5524 0.5520 0.5494 0.5583 0.5576 0.5784 0.5782 0.5869 0.5834 0.5906 0.5977 0.5914 0.5901 0.6647 0.6409 0.5616 0.6280 0.5853 0.6000 0.7899 0.7901 0.7025 0.7165 0.7317
17:07:07 03/17/10
0.3926 0.3596 0.4004 0.3918 0.3026 0.2247 0.3864 0.4278 0.0807 0.2349 0.2944 0.3354 0.3692 0.3938 0.4235 0.4162 0.2316 0.2652 0.3203 0.3598 0.3945 0.4220 0.4447 0.4036 0.4982 0.4926 0.4581 0.5338 0.5544 0.5493 0.5444 0.5592 0.5585 0.5751 0.5743 0.5860 0.5850 0.5860 0.5883 0.5963 0.5933 0.6807 0.6877 0.6063 0.6294 0.6102 0.5909 0.7895 0.7898 0.7051 0.7144 0.7323
0.1261 -0.0242 0.1261 -0.0680 0.1262 -0.1118 0.1262 -0.1556 0.1263 -0.1775 0.1263 -0.0899 0.1261 -0.0023 0.1260 0.0854 0.1263 -0.1337 0.1262 -0.0461 0.1261 0.0416 0.1260 0.1418 0.1211 0.1493 0.1119 0.1216 0.1468 0.1221 0.1442 0.1227 0.1417 0.1232 0.1391 0.1237 0.1366 0.1242 0.1340 0.1315 0.1247 0.1285 0.1527 0.1356 0.1311 0.1465 0.1313 0.1284 0.1526 0.1527 0.1285 0.1527
1.418 -1.255 1.395 -1.276 1.374 -1.295 1.355 -1.312 1.339 -1.324 1.345 -1.288 1.384 -1.245 1.43 -1.196 1.336 -1.302 1.365 -1.266 1.407 -1.22 1.455 1.046 -0.5383 0.8413 -0.7579 -0.5253 0.8547 -0.5119 0.8682 -0.4981 0.8819 -0.4842 0.8959 -0.4697 0.9103 -0.4552 0.9248 0.9396 -0.4405 -0.0692 0.6307 0.8363 -0.1937 0.7334 -0.3172 0.06458 0.7646 0.6375 -0.05572 0.6514
-1.417 -1.394 -1.394 -1.373 -1.373 -1.354 -1.355 -1.338 -1.339 -1.33 -1.344 -1.363 -1.383 -1.405 -1.429 -1.453 -1.337 -1.346 -1.366 -1.383 -1.406 -1.429 -1.454 -1.045 -0.8404 -0.8403 -1.044 -0.8528 -0.8529 -0.8665 -0.8666 -0.8801 -0.8802 -0.8943 -0.8944 -0.9087 -0.9088 -0.9234 -0.9234 -0.9383 -0.938 -0.6294 -0.6293 -0.8348 -0.7317 -0.732 -0.8348 -0.7632 -0.7632 -0.6358 -0.6429 -0.6498
109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P 0.3085 D96Z134P 0.3158 D97Z134P 0.3231 D98Z135P 0.3306 D99Z135P 0.3381 D100Z136P 0.3456 D101Z136P 0.3532 D102Z137P 0.3609 D103Z138P 0.3686 D104Z138P 0.3763 D105Z139P 0.384 D106Z139P 0.3916 D107Z140P 0.3993 D108Z140P 0.4069 D109Z92P -8.158e-005 D111Z88P -0.001115 D113Z84P 0.001435 D115Z79P 0.00425 D117Z72P 0.01228 D119Z62P 0.04514 D121Z9P 0.01148 D122Z9P 0.01258 D123Z132P 0.2943 D124Z133P 0.3085 D125Z134P 0.3232 D126Z135P 0.3381 D127Z136P 0.3532 D128Z138P 0.3686 D129Z139P 0.384 D130Z140P 0.3993 D131Z92P -0.003509 D132Z88P 0.001017 D133Z84P 0.0008901 D134Z79P 0.006416 D135Z72P 0.007975 D136Z62P 0.04542 D137Z93P 0 D138Z93P 0.0005568 D139Z9P 0.009659 D140Z13P 1000 D141Z26P 0.01552 D142Z31P 1000 D143Z45P 0.02147 D144Z50P 1000 D145Z68P 0.0131 D146Z55P 0.01827 D147Z75P 0.005163 D148Z81P 0.0009425 D149Z86P -0.0006181 D150Z90P -0.002145 D151Z9P 1000 D152Z9P 0.01242
-0.3071 -0.3143 -0.3218 -0.3291 -0.3367 -0.3442 -0.3518 -0.3595 -0.3672 -0.3749 -0.3826 -0.3903 -0.3979 -0.4056 0.001433 0.0008472 -0.001278 -0.003317 -0.01032 -0.04196 -0.007734 -0.009102 -0.2928 -0.307 -0.3217 -0.3366 -0.3518 -0.3672 -0.3826 -0.3979 0.003739 -0.00027 0.0006829 -0.004001 -0.004762 -0.04243 0 -0.0003801 -0.007702 -0.008209 -0.0125 -0.01289 -0.01858 -0.01758 -0.01232 -0.01676 -0.004279 -0.0004886 0.001425 0.002091 -0.009309 -0.009445
-0.00314 -0.0122 -0.003155 -0.01245 -0.003165 -0.01263 -0.003174 -0.01275 -0.003181 -0.01281 -0.003188 -0.01283 -0.00319 -0.01284 -0.002453 -0.002428 -0.002532 -0.00264 -0.002724 -0.002721 0.0002311 -0.0007266 -0.01163 -0.01204 -0.01234 -0.01255 -0.01269 -0.01279 -0.01283 -0.01283 -0.0088 -0.006046 -0.004552 -0.002698 -0.001874 0.00324 0 -0.002367 0.001741 79.63 -0.0006588 74.01 -0.0001793 79.28 -0.002347 -0.002118 -0.002386 -0.002412 -0.00237 -0.002401 92.29 -0.0003109
0.7478 0.7607 0.7669 0.7716 0.7795 0.7854 0.7898 0.7935 0.7954 0.7981 0.7941 0.7911 0.7907 0.7911 0.0289 -0.0528 -0.0324 -0.0791 -0.0386 -0.1274 0.0468 0.0325 0.7250 0.7462 0.7674 0.7784 0.7901 0.7969 0.7948 0.7907 -0.0399 0.0089 -0.0330 -0.0585 -0.0069 -0.0974 0.0000 -0.0523 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2655 0.1515 -0.0092 -0.0238 -0.0315 0.0346 0.0000 0.0440
17:07:07 03/17/10
0.7478 0.7607 0.7660 0.7700 0.7779 0.7844 0.7891 0.7928 0.7958 0.7981 0.7939 0.7892 0.7897 0.7898 0.0301 -0.0430 -0.0466 -0.0805 -0.0517 -0.1339 0.0668 0.0455 0.7135 0.7454 0.7650 0.7779 0.7884 0.7944 0.7934 0.7904 -0.0325 0.0213 -0.0368 -0.0425 -0.0098 -0.0850 0.0000 0.1104 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2684 0.1469 -0.0095 -0.0235 -0.0255 -0.0142 0.0000 0.0659
0.1285 0.1527 0.1285 0.1527 0.1285 0.1527 0.1285 0.1527 0.1284 0.1527 0.1284 0.1526 0.1284 0.1526 -0.2172 -0.2433 -0.2842 -0.3291 -0.3979 -0.4795 0.0104 -0.2791 0.1527 0.1527 0.1527 0.1527 0.1527 0.1527 0.1526 0.1526 0.1249 0.1195 0.1149 0.1065 0.0987 0.0846 0.0000 -0.0098 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0458 0.0120 -0.0123 -0.0151 -0.0164 -0.0117 0.0000 0.0061
-0.04155 -0.6571 0.6658 -0.6643 -0.02687 -0.6718 0.6806 -0.6791 -0.01194 -0.6867 0.6956 -0.6942 0.003239 -0.7018 0.7109 -0.7095 0.01858 -0.7172 0.7263 -0.7249 0.03399 -0.7326 0.7416 -0.7403 0.04929 -0.7479 0.7569 -0.7556 -1.44 -1.438 -1.693 -1.691 -1.966 -1.969 -2.312 -2.319 -2.748 -2.771 -3.36 -3.447 7.034 -7.03 -7.01 -7.032 0.6443 -0.6428 0.6585 -0.657 0.6732 -0.6717 0.6881 -0.6866 0.7032 -0.7018 0.7186 -0.7172 0.734 -0.7326 0.7493 -0.7479 1.436 -1.436 1.693 -1.693 1.969 -1.967 2.322 -2.32 2.768 -2.765 3.45 -3.447 1.325 1.457e-011 1.326 1.325 7.032 -3.53 1007 -0.008209 5.848 -2.545 1005 -0.01289 4.625 -2.402 1004 -0.01758 3.044 3.019 3.901 3.866 2.539 2.53 2.133 2.132 1.826 1.828 1.574 1.579 1007 3.513 7.035 7.013
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.592 92.97 26.28 105.3 44.57 129.6 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.59
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.01335 1000 0.01686 0.01409 0.0174 0.01743 0.01984 1000 0.01914 0.117 0.09258 0.06976 0.04865 0.02964 0.01337 0.02123 0.05882 0.1045 0.004995 0.03824 0.08062 0.1292 0.1437 0.1516 0.1646 0.178 0.1918 0.2058 0.2204 0.2349 0.2496 0.281 0.2596 0.2698 0.4146 0.2876 0.3014 0.3159 0.3307 0.3457 0.3609 0.3763 0.3917 0.4069 0.2944 0.3086 0.3232 0.3381 0.3533 0.3686 0.384
0 0 0.0000 0.0000 0.0000 -0.008599 -0.0007659 0.0103 0.0081 -0.0015 -0.01279 86.97 0.0000 0.0000 0.0000 -0.01281 -0.001113 0.0215 0.0204 -0.0010 -0.009808 -0.0004918 -0.0191 -0.0089 -0.0038 -0.01301 -0.001276 -0.0066 -0.0017 -0.0051 -0.01319 -0.001443 0.0203 0.0068 -0.0035 -0.0186 -0.001883 0.0292 0.0196 -0.0032 -0.01857 92.11 0.0000 0.0000 0.0000 -0.01763 -0.002018 -0.0612 -0.0562 -0.0153 -0.1165 -0.002904 0.4174 0.4280 -0.1247 -0.09195 -0.002835 0.4326 0.4156 -0.1056 -0.06936 -0.002759 0.3380 0.3752 -0.0864 -0.04835 -0.002665 0.4193 0.3594 -0.0673 -0.0295 -0.002571 0.1857 0.2890 -0.0481 -0.01332 -0.00245 0.4681 0.2934 -0.0289 -0.02344 -0.002536 0.2560 0.2755 -0.0385 -0.0592 -0.002724 0.3548 0.3630 -0.0768 -0.1041 -0.002875 0.4228 0.4219 -0.1152 -0.0006005 -0.002364 0.2310 0.2302 -0.0194 -0.03631 -0.002605 0.3365 0.3300 -0.0577 -0.07946 -0.002792 0.3921 0.3930 -0.0960 -0.1283 -0.00293 0.4170 0.4225 -0.1343 -0.1428 -0.002989 0.4627 0.4607 -0.1504 -0.1506 -0.002972 0.4735 0.5006 -0.1566 -0.163 -0.002963 0.5310 0.5352 -0.1563 -0.1766 -0.003015 0.5517 0.5505 -0.1560 -0.1902 -0.003002 0.5571 0.5604 -0.1557 -0.2044 -0.003042 0.5774 0.5764 -0.1554 -0.2187 -0.00303 0.5858 0.5869 -0.1551 -0.2334 -0.003059 0.5895 0.5879 -0.1548 -0.2479 -0.003051 0.5892 0.5957 -0.1545 -0.2793 -0.003103 0.6657 0.6810 -0.1517 -0.2581 -0.003088 0.6012 0.5961 -0.1583 -0.2683 -0.003093 0.6295 0.6335 -0.1560 -0.4132 -0.003178 0.7911 0.7885 -0.1516 -0.2859 -0.003098 0.6970 0.6950 -0.1517 -0.2997 -0.003114 0.7330 0.7315 -0.1517 -0.3142 -0.003128 0.7615 0.7582 -0.1517 -0.3291 -0.003144 0.7698 0.7701 -0.1517 -0.3442 -0.003153 0.7849 0.7833 -0.1516 -0.3595 -0.003161 0.7935 0.7915 -0.1516 -0.3749 -0.003168 0.7995 0.7957 -0.1516 -0.3903 -0.003176 0.7894 0.7893 -0.1516 -0.4056 -0.003178 0.7907 0.7889 -0.1516 -0.2928 -0.003121 0.7177 0.7130 -0.1517 -0.307 -0.003135 0.7489 0.7468 -0.1517 -0.3217 -0.003148 0.7682 0.7649 -0.1517 -0.3366 -0.003156 0.7806 0.7768 -0.1517 -0.3518 -0.003164 0.7909 0.7880 -0.1516 -0.3672 -0.003171 0.7966 0.7947 -0.1516 -0.3826 -0.003177 0.7954 0.7928 -0.1516
17:07:07 03/17/10
7.6 6.354 1006 5.85 6.717 5.512 5.176 4.623 1005 4.234 1.442 1.418 1.395 1.374 1.355 1.338 1.346 1.384 1.43 1.33 1.363 1.406 1.454 1.045 0.8416 0.8546 0.868 0.8818 0.8958 0.9104 0.9249 0.9396 0.631 0.8362 0.7332 0.7646 0.6376 0.6514 0.6659 0.6807 0.6957 0.7109 0.7263 0.7417 0.7569 0.6444 0.6586 0.6732 0.6881 0.7033 0.7186 0.734
7.6 6.332 2.52 5.82 6.693 5.481 5.145 4.585 2.365 4.197 1.209 1.233 1.256 1.277 1.295 1.312 1.302 1.266 1.221 1.324 1.289 1.246 1.197 0.7588 0.5394 0.527 0.5134 0.4998 0.4856 0.4713 0.4566 0.4421 0.07069 0.3186 0.1951 -0.06322 0.06414 0.05027 0.03579 0.02093 0.005846 -0.00945 -0.02487 -0.04025 -0.05557 0.05723 0.04304 0.02832 0.0134 -0.0018 -0.01716 -0.03261
0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
Helman O. Mozo
Page
Job
194 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
0.3993 -0.3979 -0.001672 -5.729e-005 -0.001358 0.002135 0.0004548 9.109e-005 0.003152 -0.002609 0.005139 -0.004545 0.04304 -0.04222 0 0 0.0002454 -0.0002588 0.0123 -1000 0.01221 -1000 0.01684 -1000 0.01736 -1000 0.01981 -1000 0.01913 -1000 0.01239 -0.01318 0.01767 -0.01731 0.005807 -0.006345 0.001981 -0.003259 -0.0004584 2.535e-005 0.00024 -0.0007652 0.01361 -0.01201 0.01383 -0.01044 0 0 0.01317 -0.01018 0.01836 -0.01673 0.01853 -0.01504 0.01489 -0.01131 0.01777 -0.01483 0.01697 -0.01459 0.02142 -0.0205 0.02139 -0.02098 0.01921 -0.01863 0.1171 -0.1165 0.09271 -0.0919 0.06983 -0.06927 0.04875 -0.04832 0.02983 -0.02951 0.01368 -0.01357 0.02122 -0.02088 0.05915 -0.05859 0.1048 -0.1039 0.007947 -0.008099 0.03955 -0.03941 0.08138 -0.08083 0.13 -0.1289 0.144 -0.1429 0.1512 -0.1502 0.1646 -0.1628 0.1781 -0.1765 0.1919 -0.1902 0.2059 -0.2043
-0.003178 -0.002505 -0.002359 -0.002398 -0.00241 -0.002387 -0.002278 0 0.004699 -92.29 -105 -86.97 -99.94 -92.11 -104.9 -0.004004 -0.00421 -0.002817 -0.001388 0.0003633 0.002066 -0.004287 -0.001723 0 -0.001523 -0.003166 -0.002588 -0.00188 -0.002751 -0.002817 -0.004073 -0.004171 -0.004175 0.01576 0.01466 0.0133 0.01165 0.009687 0.00736 0.008629 0.01255 0.01527 0.006093 0.01075 0.01404 0.01625 0.0111 0.008483 0.008957 0.009372 0.00973 0.01004
0.7918 0.0569 -0.0133 -0.0233 -0.0461 -0.0147 -0.0813 0.0000 0.1920 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2762 0.1183 -0.0253 -0.0605 -0.0203 -0.0852 0.0000 0.0359 0.0000 -0.0169 0.0000 -0.0140 -0.0409 -0.0517 -0.0158 -0.0075 0.0000 -0.1022 0.4416 0.3936 0.3869 0.3248 0.3283 0.1999 0.2805 0.3643 0.4267 0.2456 0.3237 0.3908 0.3958 0.3438 0.4224 0.5536 0.5506 0.5588 0.5792
17:07:07 03/17/10
0.7886 0.0440 -0.0244 -0.0177 -0.0518 -0.0118 -0.0837 0.0000 0.2340 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2362 0.1819 0.0175 -0.0147 0.0233 -0.0471 0.0000 0.0864 0.0000 0.0420 0.0000 0.0568 -0.0002 0.0162 0.0484 0.0530 0.0000 -0.0433 0.4358 0.4010 0.3848 0.3349 0.3217 0.2146 0.2838 0.3659 0.4223 0.2349 0.3255 0.3958 0.4451 0.4108 0.4938 0.5538 0.5461 0.5597 0.5757
-0.1516 -0.0066 -0.0154 -0.0150 -0.0181 -0.0123 -0.0202 0.0000 -0.2521 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3800 -0.4423 -0.3426 -0.3123 -0.2896 -0.2712 0.0000 -0.2589 0.0000 -0.4479 0.0000 -0.5358 -0.3516 -0.5627 -0.5378 -0.4964 0.0000 -0.4674 -0.1599 -0.1753 -0.1906 -0.2060 -0.2214 -0.2367 -0.2290 -0.1983 -0.1676 -0.2444 -0.2137 -0.1829 -0.1522 -0.1607 -0.1659 -0.1628 -0.1598 -0.1567 -0.1537
0.7493 1.438 1.691 1.968 2.319 2.765 3.448 1.9e-015 -1.325 3.535 0.01221 2.55 0.01736 2.403 0.01913 -3.019 -3.865 -2.528 -2.13 -1.827 -1.576 -3.509 -7.009 -7.6 -6.327 -2.514 -5.814 -6.688 -5.477 -5.141 -4.582 -2.362 -4.195 -1.208 -1.232 -1.255 -1.276 -1.295 -1.311 -1.304 -1.266 -1.22 -1.317 -1.285 -1.244 -1.195 -0.7577 -0.5388 -0.5254 -0.5119 -0.4981 -0.4841
-0.04791 1.44 1.694 1.968 2.313 2.756 3.363 1.325 1.325 -993 -993.3 -994.2 -994.5 -995.4 -995.8 3.018 3.866 2.527 2.129 1.827 1.576 7.01 7.012 7.6 6.33 5.816 5.818 6.692 5.479 5.144 4.583 4.582 4.196 1.209 1.233 1.256 1.277 1.295 1.311 1.304 1.266 1.221 1.317 1.286 1.244 1.196 0.7588 0.5398 0.5272 0.5135 0.4998 0.4857
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -83.7 -91.61 -60.69 -68.62 -47.54 -54.59 67.95 55.28 75.35 81.32 85.88 89.6 8.586 8.588 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 110 106.6 103.3 99.99 96.67 98.33 105 111.6 95.01 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7
Helman O. Mozo
Page
Job
195 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2204 0.2349 0.2496 0.2809 0.2597 0.2702 0.4146 0.2877 0.3015 0.3159 0.3307 0.3457 0.361 0.3763 0.3917 0.4069 0.2945 0.3086 0.3233 0.3382 0.3533 0.3686 0.384 0.3993 -0.00209 0.0008842 0.0009297 0.0045 0.005845 0.04332 0 0.01207 1000 0.01674 1000 0.02097 1000 1000 1000 1000 0.2875 0.3013 0.3158 0.3306 0.3456 0.3609 0.3763 0.3917 0.4069
-0.2188 0.01029 0.5848 0.5861 -0.2334 0.01051 0.5979 0.5895 -0.2483 0.0107 0.5919 0.5972 -0.2795 0.00489 0.6418 0.6868 -0.2582 0.008827 0.5621 0.6089 -0.2688 0.006871 0.5874 0.6142 -0.4132 0.006454 0.7890 0.7888 -0.286 0.005146 0.7011 0.7034 -0.2999 0.005575 0.7308 0.7312 -0.3144 0.005897 0.7596 0.7596 -0.3292 0.006123 0.7706 0.7689 -0.3442 0.006285 0.7843 0.7833 -0.3595 0.006389 0.7924 0.7917 -0.3749 0.006441 0.7970 0.7970 -0.3903 0.006452 0.7900 0.7881 -0.4055 0.006454 0.7901 0.7887 -0.2929 0.005374 0.7234 0.7126 -0.3071 0.00575 0.7453 0.7444 -0.3217 0.00602 0.7663 0.7641 -0.3367 0.006211 0.7774 0.7768 -0.3518 0.006344 0.7890 0.7874 -0.3672 0.006421 0.7958 0.7933 -0.3826 0.006449 0.7938 0.7926 -0.3979 0.006453 0.7896 0.7894 0.001794 0.003806 -0.0556 -0.0111 -0.001347 0.001147 0.0081 0.0420 -0.001752 -0.0004814 -0.0759 -0.0219 -0.005545 -0.002154 -0.0604 -0.0268 -0.006595 -0.002969 -0.0341 0.0208 -0.04231 -0.007866 -0.1100 -0.0651 0 0 0.0000 0.0000 -0.01035 -0.003413 0.0000 0.0000 -0.009418 -105 0.0000 0.0000 -0.01499 -0.002947 0.0000 0.0000 -0.01464 -99.94 0.0000 0.0000 -0.02047 -0.00426 0.0000 0.0000 -0.01854 -104.9 0.0000 0.0000 -0.00909 -92.29 0.0000 0.0000 -0.0141 -86.97 0.0000 0.0000 -0.01884 -92.11 0.0000 0.0000 -0.286 -0.00313 0.6967 0.6961 -0.2999 -0.003145 0.7320 0.7326 -0.3143 -0.00316 0.7605 0.7593 -0.3291 -0.003168 0.7688 0.7712 -0.3442 -0.003177 0.7839 0.7844 -0.3595 -0.003184 0.7924 0.7926 -0.3749 -0.003191 0.7985 0.7968 -0.3902 -0.00319 0.7884 0.7904 -0.4055 -0.003191 0.7897 0.7900
Joint Support Reactions for Load Case "COMBO 1-3":
17:07:07 03/17/10
-0.1506 -0.4696 0.4712 125.1 -0.1476 -0.4551 0.4566 126.5 -0.1445 -0.4404 0.4417 127.9 -0.1602 -0.06913 0.07055 130.9 -0.1465 -0.317 0.3185 128.9 -0.1556 -0.1931 0.1946 129.9 -0.1602 0.06456 -0.06318 140.9 -0.1602 -0.06233 0.06402 131.4 -0.1602 -0.04851 0.05006 132.6 -0.1602 -0.0341 0.03564 133.7 -0.1602 -0.01931 0.02082 134.8 -0.1602 -0.004281 0.005771 135.9 -0.1602 0.01096 -0.009495 137 -0.1602 0.02632 -0.02489 138.1 -0.1602 0.04166 -0.04025 139.2 -0.1602 0.05693 -0.05554 140.3 -0.1602 -0.05554 0.0571 132 -0.1602 -0.0414 0.04293 133.1 -0.1602 -0.02673 0.02825 134.2 -0.1602 -0.01184 0.01333 135.3 -0.1602 0.003311 -0.001841 136.4 -0.1602 0.01862 -0.01718 137.5 -0.1602 0.03402 -0.03259 138.7 -0.1602 0.04929 -0.04789 139.8 -0.2605 -1.442 1.442 91.63 -0.2802 -1.691 1.691 87.87 -0.2994 -1.967 1.966 83.78 -0.3269 -2.311 2.31 78.59 -0.3587 -2.754 2.754 71.98 -0.4077 -3.361 3.362 62.39 0.0000 -1.325 1.457e-011 93.33 0.0000 -7.01 3.512 8.587 0.0000 993.3 -0.009418 -91.61 0.0000 -5.816 2.518 26.28 0.0000 994.5 -0.01464 -68.62 0.0000 -4.582 2.363 44.57 0.0000 995.8 -0.01854 -54.59 0.0000 993 -3.532 -83.7 0.0000 994.2 -2.547 -60.69 0.0000 995.4 -2.402 -47.54 0.1285 -0.06254 -0.636 131.4 0.1285 -0.04871 -0.6499 132.6 0.1285 -0.03425 -0.6643 133.7 0.1285 -0.01943 -0.6791 134.8 0.1285 -0.004374 -0.6942 135.9 0.1285 0.01089 -0.7095 137 0.1284 0.02629 -0.7249 138.1 0.1284 0.04165 -0.7402 139.2 0.1284 0.05694 -0.7555 140.3
Helman O. Mozo
Page
Job
196 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -124.45 0.0 0.47 0.0 169.02 0.0 0.0 209.90 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -19.85 0.0 28.52 0.0 66.93 0.0 0.0 75.42 0.0 -2.77 0.0 -3.4 0.0 2.02 0.0 0.0 D29Z0P -51.01 0.0 41.95 0.0 271.34 0.0 0.0 279.27 0.0 -0.82 0.0 -2.0 0.0 0.01 0.0 0.0 D137Z93P -0.47 0.0 115.57 0.0 130.13 0.0 0.0 174.04 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -37.97 0.0 10.17 0.0 103.63 0.0 0.0 110.83 0.0 -3.07 0.0 -3.4 0.0 -0.43 0.0 0.0 D212Z93P -120.01 0.0 0.47 0.0 -45.23 0.0 0.0 128.25 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -34.51 0.0 28.48 0.0 -98.03 0.0 0.0 107.76 0.0 -1.26 0.0 -2.5 0.0 1.46 0.0 0.0 D287Z93P -0.47 0.0 126.91 0.0 -35.37 0.0 0.0 131.75 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-3": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.4720 -0.4720 -0.8658 123.9816 -0.0000 -168.1559 0.0000 0.0000 0.0000 D1Z93P 1.0049 -1.0049 -1.8622 -1.0049 1.0049 1.8621 0.0005 -0.0004 -0.0094 D2Z0P 1.3789 -1.3789 -2.8141 18.4698 -27.1445 -64.1206 0.0000 0.0000 0.0000 D3Z9P 1.3789 -1.3789 -2.8141 -1.3789 0.0062 2.9064 0.0126 -1000.0000 92.2869 D4Z13P 1.3789 -1.3789 -2.8141 -1.3789 0.1945 2.8937 0.0119 -1000.0000 79.6274 D5Z19P 8.4647 -4.1907 -8.6372 -8.4647 4.1907 8.6372 0.0130 -0.0107 -0.0012 D6Z26P 1.2995 -1.2995 -2.8810 -1.2995 0.0059 2.9680 0.0197 -1000.0000 86.9703 D7Z31P 1.2995 -1.2995 -2.8810 -1.2995 0.1987 2.9551 0.0190 -1000.0000 74.0081 D8Z26P 7.1684 -2.8333 -5.8231 -7.1684 2.8333 5.8231 0.0199 -0.0142 -0.0018 D9Z13P 2.8700 -1.7686 -4.3117 -2.8700 1.7686 4.3117 0.0137 -0.0107 -0.0010 D10Z31P 10.6858 -3.7526 -7.6810 -10.6858 3.7526 7.6810 0.0195 -0.0148 -0.0020 D11Z36P 3.7053 -3.7053 -6.1519 -3.7053 3.7053 6.1519 0.0189 -0.0150 -0.0021 D12Z45P 1.3763 -1.3763 -2.8509 -1.3762 1.3762 2.8509 0.0242 -0.0189 -0.0025 D13Z45P 1.3763 -1.3763 -2.8509 -1.3762 0.0062 2.9430 0.0242 -1000.0000 92.1066 D14Z50P 1.3763 -1.3763 -2.8509 -1.3762 0.1970 2.9301 0.0228 -1000.0000 79.2801 D15Z55P 3.3156 -3.3156 -6.8412 -3.3156 3.3156 6.8412 0.0215 -0.0180 -0.0026 D16Z68P 7.1638 -7.1638 -6.3306 -7.1638 7.1638 6.3306 0.0155 -0.0116 -0.0007 D17Z68P 7.1638 -7.1638 -6.3306 -7.1638 7.1638 6.3306 0.0160 -0.0136 -0.0027 D18Z55P 7.3692 -7.3692 -7.2972 -7.3692 7.3692 7.2972 0.0215 -0.0168 -0.0002 D19Z75P 1.8570 -1.8570 -3.4757 -1.8570 1.8570 3.4757 0.0076 -0.0052 -0.0020 D20Z75P 6.1822 -6.1822 -3.9317 -6.1821 6.1821 3.9316 0.0081 -0.0070 -0.0027 D21Z81P 1.5327 -1.5327 -2.8153 -1.5327 1.5327 2.8153 0.0033 -0.0010 -0.0035 D22Z81P 1.5327 -1.5327 -2.8153 -1.5327 1.5327 2.8153 0.0020 -0.0014 -0.0026 D23Z86P 1.2150 -1.2150 -2.2294 -1.2150 1.2150 2.2294 -0.0001 -0.0002 -0.0025 D24Z86P 1.2150 -1.2150 -2.2294 -1.2150 1.2150 2.2294 0.0001 0.0009 -0.0052 D25Z90P 1.0800 -1.0800 -2.0018 -1.0800 1.0800 2.0018 0.0001 0.0005 -0.0070 D26Z90P 1.0800 -1.0800 -2.0018 -1.0800 1.0800 2.0018 -0.0015 0.0019 -0.0024 D27Z93P 1.0049 -1.0049 -1.8622 -1.0049 1.0049 1.8622 0.0004 -0.0006 -0.0023 D28Z50P 1.3763 -1.3763 -2.8509 -1.3762 1.3762 2.8509 0.0228 -0.0186 -0.0026 D29Z0P 1.3789 -1.3789 -2.8141 49.6310 -40.5712 -268.5307 0.0000 0.0000 0.0000 D30Z9P 1.3789 -1.3789 -2.8141 -1.3789 1.3789 2.8141 0.0115 -0.0096 0.0025 D31Z19P 2.6784 -2.6784 -5.6951 -2.6784 2.6784 5.6951 0.0137 -0.0097 -0.0008
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
197 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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17:07:07 03/17/10
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2.8810 2.8810 2.8141 2.8810 5.7319 2.8509 2.8509 2.8509 0.9287 0.9287 0.9287 0.9287 0.9916 0.9916 0.9916 0.9916 0.9287 0.9287 0.8658 0.8658 0.8658 1.7945 1.9204 3.5672 1.9204 1.8574 1.8570 0.8658 1.7945 1.9203 3.5672 1.9203 1.8575 1.8570 0.9282 1.5270 1.5270 0.9283 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4941 1.1261 1.1261 0.8441 0.8441
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Helman O. Mozo
Page
Job
198 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
199 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
200 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
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202 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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0.0769 0.0770 0.0771 0.0772 0.0774 0.0775 0.0776 0.0825
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------------D127P 68.75 -20957.48 -732.26 8402.71 247.86 -7317.81 -282.35 D128P 68.75 -8402.72 -247.86 -5195.44 -328.48 -6661.77 -282.35 D129P 68.75 2337.43 -26.12 2327.82 436.97 2325.99 204.84 D130P 68.74 -682.19 -22.21 790.78 -462.01 44.11 -196.69 D131P 68.74 1392.88 76.40 -513.69 381.77 269.99 140.70 D132P 68.73 -771.61 28.38 7243.30 -519.07 1598.36 -121.19 D133P 68.73 -7243.30 519.07 -11178.76 537.65 -3301.67 189.39 D134P 68.73 1452.18 82.96 6919.55 303.56 1690.50 78.05 D135P 68.73 1452.18 -82.96 -541.08 -89.51 156.92 -29.71 D136P 68.73 541.08 89.51 659.10 68.87 144.73 19.10 D137P 68.73 -659.10 -68.87 -93.99 -51.41 -149.94 -23.95 D138P 68.73 93.99 51.41 -508.42 -264.61 -81.94 -42.15 D139P 68.73 508.43 264.62 630.30 316.35 150.15 76.60 D140P 68.73 -630.30 -316.35 -344.68 -57.22 -179.91 -68.93 D141P 68.73 344.68 57.22 -1131.95 -532.79 -165.00 -99.67 D142P 68.72 1131.95 532.79 1965.44 797.59 358.96 154.18 D143P -0.86 -19836.05 30033.24 -8281.06 14220.35 -16938.02 26658.79 D144P 438.39 -200.92 -984.45 9858.83 -1734.95 9126.55 -2569.79 D145P -0.86 14299.12 -15339.25 19836.06 -30033.24 20501.61 -27250.74 D146P -0.86 8281.06 -14220.36 -5842.36 8168.90 1469.10 -3645.45 D147P -0.85 4232.95 -6533.98 -1135.69 441.32 1865.82 -3670.28 D148P -0.84 2374.30 -3259.29 -344.17 -18.90 1222.97 -1974.82 D149P -70.27 -69.71 372.85 170.96 1409.03 71.26 1254.21 D150P -70.28 -258.35 2206.44 5706.88 8235.63 3835.06 7349.87 D151P 38.29 569.02 678.42 468.33 241.90 1030.97 914.67 D152P -0.05 540.07 -880.51 -263.59 -373.66 498.66 -2262.02 D153P -0.02 33.54 -148.38 -11.62 -21.29 39.53 -306.01 D154P 438.39 -200.91 984.45 -3130.95 1489.42 -1574.28 1168.88 D155P 68.73 -6919.56 -303.56 -11178.76 -537.65 -2532.11 -117.69 D156P 68.74 513.69 -381.77 771.61 -28.38 379.77 -121.19 D157P 68.74 -790.78 462.01 -1392.88 -76.40 -796.80 140.70 D158P 68.74 -2327.82 -436.97 682.19 22.21 -780.40 -196.69 D159P 68.75 5195.43 328.48 -2337.43 26.12 1651.00 204.84 D160P -0.86 5842.36 -8168.91 -982.61 1467.11 2927.56 -4037.23 D161P -0.86 982.62 -1467.12 6698.41 -8390.73 4627.13 -5938.46 D162P -0.85 -6698.41 8390.72 -4232.94 6533.98 -6585.15 8990.78 D163P -0.85 1135.69 -441.32 -1439.39 2836.62 -182.95 1442.95
0.3013 0.3158 0.3306 0.3456 0.3609 0.3763 0.3917 0.4069
-0.2999 -0.3143 -0.3291 -0.3442 -0.3595 -0.3749 -0.3902 -0.4055
-0.0031 -0.0032 -0.0032 -0.0032 -0.0032 -0.0032 -0.0032 -0.0032
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-0.85 -0.84 -0.84 -0.84 -70.28 -70.28 -70.28 -70.27 -70.27 38.29 38.30 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.05 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -292.31 -771.24 -292.31 -292.31 -292.31 -292.32 8.39 8.40 -23.04
1439.40 -2836.62 3000.59 -3458.37 2674.70 -3000.59 3458.36 -2374.29 3259.29 -3237.88 344.18 18.90 -756.35 1676.90 -248.29 756.35 -1676.90 3311.77 -1116.07 2450.68 396.69 -1230.26 258.36 -2206.43 461.08 -775.60 -137.87 -396.68 1230.27 -825.14 -170.95 -1409.02 775.61 137.88 425.60 -590.22 -698.84 69.72 -372.84 -366.36 880.27 -75.54 590.23 698.85 1035.04 -468.34 -241.90 -327.60 7.82 -791.05 327.58 -7.82 1004.48 -237.66 1323.88 29.70 -618.62 -58.63 -71.90 -52.17 130.21 -455.24 -58.56 -11.26 129.23 29.64 -136.71 -25.24 9.28 7.93 63.63 -221.40 -27.16 -31.59 65.79 32.63 -68.01 17.46 40.46 90.35 -24.57 176.28 24.32 52.21 -0.44 18.97 16.45 13.41 -0.12 58.40 263.60 373.64 -29.69 618.60 421.89 58.64 71.89 -130.20 455.23 -129.06 58.58 11.24 -29.62 136.70 52.21 25.25 -9.29 -63.62 221.39 -69.20 27.17 31.57 -33.53 148.36 -11.46 11.64 21.27 -32.62 68.00 -37.84 -17.45 -40.48 24.58 -176.30 12.86 -24.31 -52.22 -18.96 -16.47 -78.04 -13.39 0.11 0.01 -0.01 -24.13 -4421.07 -3010.89 2058.22 77.86 -1377.24 -2058.22 -77.87 -945.52 -4950.27 -1471.54 430.64 -804.62 -111.53 -1990.88 159.10 -125.66 -2935.07 11.11 -3253.34 -46.53 -125.41 -978.38 -229.27 2024.34 -108.92 -168.95 2305.87 -76.77 -13167.97 -60.69 76.77 13167.97 69.46 21336.09 26.21 72.99 2959.35 -49.51 13325.59 4.74 72.99 -2959.34 232.33 578.80 52.59 -232.33 -578.80 -202.88 -901.10 -52.48 202.88 901.10 -29.14 34.17 34.59 29.14 -34.17 104.77 1192.74 26.48 -104.77 -1192.74 -95.15 -1572.67 -26.36 95.15 1572.66 -49.67 516.66 8.39 49.67 -516.66 -105.88 3057.22 -11.78 105.88 -3057.22 266.31 -4628.46 43.13 20482.33 -11506.34 7694.06 -4884.13 16973.73 -320.99 -2719.78 1420.58 2644.79 1039.09 -5245.14 -1007.21 -20482.32 11506.34 -15451.93 -7694.05 4884.12 3747.71 3010.27 -2377.31 -3709.08 2800.79 -229.23 3179.86 -2372.48 -1870.45 1386.11 -1343.33 2047.07 -1936.01 -442.35 648.60 -58.76 1676.71 -352.72 -1706.34 -414.75 943.54 2952.54 -536.92 164.22 -195.41 105.49 -64.93 268.06
17:07:07 03/17/10
-3792.16 4046.77 1021.56 -1682.52 -2418.99 768.91 -894.72 -754.33 438.73 -232.64 -243.97 -1245.42 -841.37 -229.84 -456.30 -49.69 412.11 29.45 1789.62 950.71 266.83 382.54 324.54 161.01 -390.98 -123.88 0.18 -1709.57 -2463.30 -1393.77 -2513.74 321.20 -2682.70 6183.95 3288.40 -410.01 -178.47 186.21 229.07 -364.63 385.53 532.45 -890.71 -9873.78 -70.87 6305.79 4755.66 3602.80 2068.18 1636.72 1786.28 -258.74
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.05 0.02 -771.23 -7.35 -7.35 -7.35 -7.35 -7.35 -292.31 -292.31 -292.31 -292.31 -292.31 -292.32 -292.32 -292.32 8.39 8.39 8.39 8.38 8.38 -23.05 -23.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 252.79 252.80 252.81 252.82 252.83 252.84 252.85 252.86 252.87 252.88 252.89 -266.32 -589.45
20.30 -184.83 -43.82 -65.26 -320.99 2719.77 49.51 -13325.60 229.27 -2024.34 -11.11 3253.34 111.53 1990.88 945.52 4950.27 -3747.71 -3010.28 -45.06 1598.06 8176.91 -5884.99 229.24 -3179.87 -1134.60 1898.21 4052.90 -3756.79 1343.33 -2047.08 -1634.17 1415.22 751.26 -1081.28 -997.40 119.27 58.77 -1676.70 269.73 -738.63 -255.12 -22.88 -105.49 64.92 59.20 -806.75 -117.35 -303.78 -109.76 -209.91 -186.13 -75.10 -64.82 -119.56 -37.46 -53.94 -129.22 60.23 -19.23 -20.74 387.96 -223.02 317.16 -235.53 274.09 -121.16 206.26 -75.95 121.26 -70.99 77.82 -38.15 75.88 24.63 50.47 41.26 4.90 12.51 13173.93 -181.57 5010.95 81.46 -3692.46 -18.50 -2150.57 -26.63 -1295.74 109.83 352.46 25.23 7449.50 510.52 -1368.62 93.54 -1368.62 -93.54 -714.06 141.62 812.78 -115.04 45.54 57.75 -1025.89 -247.75
-387.95 223.01 -77.81 38.13 -543.85 -1581.67 69.46 -21336.09 168.95 -2305.87 125.41 978.38 125.66 2935.07 -430.64 804.62 45.06 -1598.06 -8176.91 5884.98 3709.09 -2800.80 1134.60 -1898.22 -4052.90 3756.79 1870.46 -1386.11 1634.18 -1415.22 -1611.54 842.42 1706.35 414.76 -751.25 1081.29 997.41 -119.26 442.36 -648.59 -269.72 738.64 -59.20 806.73 116.34 143.19 -317.15 235.52 -274.08 121.15 -206.24 75.93 -121.24 70.98 -75.87 -24.64 -50.45 -41.27 -4.89 -12.52 117.36 303.76 109.78 209.90 186.14 75.09 64.84 119.55 43.83 65.24 37.47 53.92 129.24 -60.24 19.24 20.73 0.01 -0.01 -5010.95 -81.46 2977.00 -394.41 -5176.93 496.92 -1571.95 -522.42 248.34 380.41 -7449.50 -510.52 11276.81 536.03 -7067.06 295.37 714.05 -141.62 -812.78 115.04 -45.54 -107.11 1025.89 217.03 -1173.39 -249.94
17:07:07 03/17/10
-663.09 -219.36 -408.63 16.65 117.66 41.71 112.48 297.43 -2230.51 -4952.99 7160.24 821.59 -3125.00 3568.29 1793.68 -1955.25 1729.84 -1230.82 743.41 501.22 -369.42 -163.68 174.46 -783.66 -692.30 -707.69 -335.59 -204.39 -324.06 -43.49 911.39 770.03 830.08 488.94 297.75 207.94 369.95 125.72 8.86 4757.97 3913.32 -4422.08 -1512.09 -321.65 -1752.81 3356.20 -1703.41 -112.74 -184.13 152.76 211.84 -289.99
68.86 -48.92 537.75 -4849.47 -1279.45 1544.11 2336.03 3324.46 -2776.11 4507.85 -5232.40 -3059.09 3406.62 -3098.14 -2085.73 1360.02 -469.15 845.05 -1264.13 -976.43 503.81 866.29 -659.48 -123.11 -160.10 1.50 -87.62 -141.72 34.20 -60.00 145.62 -46.22 -83.09 78.63 -10.37 28.45 -64.24 111.80 22.53 -153.31 -153.31 238.53 -223.02 150.55 -119.85 187.57 78.53 -40.50 30.95 -44.23 54.33 -65.62
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -908.03 D503P -972.53 D504P -1533.14 D505P 234.46 D506P -279.84 D507P 234.47 D508P 234.46 D509P 234.44 D510P 234.43 D511P 84.33 D512P 84.35 D513P -29.81 D514P 0.05 D515P 0.02 D516P -279.84 D517P 252.86 D518P 252.84 D519P 252.82 D520P 252.81 D521P 252.80 D522P 234.46 D523P 234.45 D524P 234.45 D525P 234.44 D526P 234.44 D527P 234.43 D528P 234.43 D529P 234.43 D530P 84.34 D531P 84.34 D532P 84.34 D533P 84.33 D534P 84.33 D535P -29.81 D536P -29.82 D537P 0.04 D538P 0.04 D539P 0.03 D540P 0.03 D541P 0.02 D542P 0.01 D543P 0.01 D544P 0.05 D545P 0.04 D546P 0.04 D547P 0.03 D548P 0.03 D549P 0.02 D550P 0.01 D551P 0.01 D552P 0.00 D670P 487.50
1173.39 -399.89 -1768.07 -6578.78 83.44 9460.11 4111.82 2641.25 1657.69 -11.26 -171.85 -523.86 518.83 33.56 83.43 7067.06 -248.34 1571.95 5176.93 -2977.00 237.72 2337.72 -2583.47 -506.61 1720.81 -1507.56 129.73 672.60 308.67 -687.38 -249.18 -592.54 872.32 431.77 -275.76 35.21 128.80 29.99 63.57 32.60 -24.57 18.99 255.74 60.69 58.05 25.40 27.15 11.63 -17.46 -24.30 -13.38 -3116.26
219.65 -108.48 -516.09 9083.86 992.76 -9170.65 -6959.53 -4273.69 -2404.34 278.95 1822.87 -714.14 -784.01 -123.12 -992.76 -295.37 -380.41 522.42 -496.92 394.41 -284.96 -3692.75 3292.79 1030.57 -3015.52 1863.83 171.45 -1592.11 -1069.13 -255.37 -1298.98 -613.10 -131.45 254.04 -6.71 -567.62 -410.01 -99.73 -193.09 -45.83 189.88 21.42 298.98 25.64 -32.82 -39.10 4.77 -2.44 -61.19 -58.70 -3.16 1936.53
399.89 1768.07 -2665.35 -4111.82 -9580.18 6578.78 -237.71 506.61 -129.72 249.19 5872.46 -431.76 -255.73 -11.62 2662.86 11276.81 -352.46 1295.75 2150.57 3692.45 -2337.71 2583.48 -2641.25 -1720.80 1507.57 -1657.68 -672.59 3144.51 171.86 -308.66 687.39 11.27 592.55 275.78 -921.23 -60.68 -58.03 -25.38 -27.14 17.48 24.31 13.40 -35.20 -128.79 -29.97 -63.56 -33.55 -32.58 24.58 -18.98 0.01 1530.16
102.35 462.79 -739.25 6959.52 1247.05 -9083.87 284.95 -1030.57 -171.46 1298.99 7675.97 -254.04 -299.00 2.43 -1777.58 -536.03 -25.23 -109.83 26.63 18.50 3692.75 -3292.80 4273.68 3015.51 -1863.84 2404.33 1592.10 -621.36 -1822.86 1069.14 255.38 -278.94 613.11 6.71 185.13 -25.66 32.81 39.08 -4.79 61.18 58.69 3.14 567.60 410.00 99.72 193.07 123.10 45.81 -189.89 -21.43 -0.01 555.19
17:07:07 03/17/10
290.31 59.42 286.74 74.26 -513.80 -145.48 -6440.12 9664.69 -8974.25 2116.58 9632.97 -10963.67 2333.80 -4020.83 1896.30 -3195.34 920.46 -1551.69 167.47 1110.67 4012.49 6685.97 -949.74 -962.24 474.53 -1953.33 39.58 -217.67 1297.60 -1308.96 2566.47 -116.32 -177.52 -119.85 1046.40 150.55 3474.91 -223.02 413.30 238.53 -1265.06 2052.88 2964.58 -4208.16 -3147.42 4558.12 -1341.81 2437.40 1944.81 -2939.37 -1906.77 2571.19 -327.03 1062.38 2299.46 -1333.41 338.23 -2035.59 -701.09 572.79 308.44 -734.56 -409.14 -627.89 1031.08 339.03 703.20 259.16 -1189.64 177.32 -45.93 -1070.03 127.64 -680.33 8.30 -109.39 65.71 -356.88 90.32 27.69 -0.46 448.32 58.42 44.30 397.77 1562.99 -122.82 785.73 50.63 120.66 -68.83 277.71 -11.54 230.64 -37.79 78.22 12.83 -452.86 -78.06 -144.53 -24.11 -5.72 -924.49 1452.35
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
487.51 487.51 487.52 487.54 487.55 487.56 487.58 487.59 487.60 487.61 -527.56 -1035.34 -1535.99 -1600.49 -1600.48 668.60 992.60 668.61 668.60 668.59 668.59 14.34 14.34 32.71 -0.04 -0.02 992.60 487.57 487.54 487.53 487.52 487.51 668.60 668.60 668.60 668.59 668.59 668.59 668.59 668.60 14.34 14.34 14.34 14.35 14.35 32.71 32.72 -0.04 -0.03 -0.03 -0.02 -0.01
-1530.16 -555.19 288.27 978.75 -65.65 3275.75 -126.60 -394.26 -213.97 5501.16 89.03 -16738.69 70.52 -2836.53 70.52 2836.52 -223.44 823.89 211.38 -1201.70 52.82 -47.00 -402.71 1636.40 376.92 -1855.90 -49.14 571.97 -329.78 2870.90 7178.00 -32388.12 231.24 2860.93 872.97 3534.08 -3540.04 12175.03 -2113.41 5064.36 -1108.23 2194.32 -372.55 730.65 -1377.28 -303.74 -141.39 112.61 75.47 -215.38 -27.18 -65.23 231.24 -2860.92 49.18 13013.20 282.44 -1161.64 -58.04 -3099.87 263.14 -1489.84 549.43 -5058.29 1873.55 4866.21 -1392.98 -626.24 4059.74 -10972.79 1881.74 -1711.57 -1425.13 1733.64 2531.43 -5319.07 1677.44 -2020.26 -1729.71 1710.57 615.86 -1205.52 -904.31 241.90 -21.15 -1790.12 205.27 -731.60 -182.26 17.69 78.42 -45.13 -24.71 790.88 -83.91 -297.34 -79.74 -211.38 -161.84 -74.73 -46.08 -119.74 -22.91 -53.85
-549.43 5058.29 -263.14 1489.84 58.04 3099.87 -282.44 1161.63 -89.03 16738.69 72.67 -21382.20 -49.18 -13013.19 223.44 -823.89 -211.38 1201.70 -52.82 -49.52 402.71 -1684.68 -376.92 1808.30 49.14 -578.10 329.78 -2870.90 -424.74 4509.22 3540.04 -12175.03 -1020.08 -3315.01 -7178.00 32388.11 -1873.55 -4866.22 -1881.73 1711.57 -1677.43 2020.25 21.16 1790.13 1725.58 3168.18 -78.42 45.14 -342.23 235.06 -62.19 38.08 124.27 1002.07 72.67 21382.20 213.97 -5501.16 126.60 394.25 65.65 -3275.75 -288.27 -978.75 1392.98 626.24 -4059.73 10972.78 2113.42 -5064.36 1425.14 -1733.65 -2531.42 5319.06 1108.24 -2194.33 1729.72 -1710.58 -966.04 790.30 1377.29 303.74 -615.85 1205.53 904.32 -241.89 372.56 -730.64 -205.26 731.61 24.71 -790.86 -98.93 -203.03 -286.15 233.03 -245.55 121.69 -186.13 75.84 -103.59 71.06 -62.71 -24.68
17:07:07 03/17/10
-1018.80 2206.08 12.53 1230.78 -3.09 2589.78 -125.61 235.65 -74.83 5492.75 28.98 -6832.17 4.31 -3200.52 50.63 346.64 -52.44 244.28 31.57 -249.12 90.07 -342.39 -102.80 454.20 78.62 -449.13 58.82 -481.81 -87.44 855.30 6456.65 -26845.27 -745.43 -429.10 -3786.80 21574.89 -3261.20 4402.90 -2406.71 4081.88 -1678.11 2538.90 -247.33 1774.31 245.16 2016.20 -218.46 156.78 -481.12 35.51 -161.19 -48.97 167.98 -878.29 17.05 4812.21 146.68 -1968.66 25.01 -987.25 155.92 -2259.98 150.86 -3487.45 1967.79 3308.70 -3284.76 6232.86 3718.77 -9660.93 1992.09 -2075.43 -2383.47 4248.62 2192.57 -4526.14 2052.50 -2247.49 -1623.94 1506.54 1402.92 -634.74 -1070.00 1018.81 621.64 -1430.28 406.72 -1029.23 -272.76 527.41 102.50 -830.86 -122.88 584.24 -667.43 -115.98 -586.69 -161.76 -627.59 2.00 -269.95 -87.80 -154.43 -141.64
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.04 -0.03 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00
-120.27 -15.91 342.24 286.16 245.56 186.14 103.60 62.20 62.73 45.72 2.86
60.23 -20.81 -235.08 -233.04 -121.71 -75.85 -71.07 -38.10 24.67 41.22 12.47
-45.70 -2.84 83.92 79.76 161.85 46.10 27.20 22.93 120.28 15.93 0.01
17:07:07 03/17/10
-41.23 -12.49 297.32 211.37 74.72 119.72 65.22 53.84 -60.24 20.80 -0.01
-299.34 -33.83 768.62 659.97 734.81 418.86 235.91 153.54 330.07 111.18 5.18
34.26 -60.06 112.27 -39.09 -84.75 79.13 -10.55 28.39 -64.16 111.86 22.47
Helman O. Mozo
Page
Job
208 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 4 "COMBO 1-4"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0001506 0.0004174 0.002164 -0.1131 -0.0984 -0.0621 1.325 -1.325 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0001811 940.4 -63.22 0.0000 0.0000 0.0000 -3.522 933.3 -54.63 D4Z13P -0.0002073 1000 -139.1 0.0000 0.0000 0.0000 -0.0002073 993.3 -125.8 D5Z19P -0.0002871 0.01605 -0.001196 -0.1207 -0.0933 -1.4182 -6.341 -6.324 18.73 D6Z26P 0.0003432 877.2 -58.98 0.0000 0.0000 0.0000 -2.532 871.4 -32.69 D7Z31P -5.729e-005 1000 -130.9 0.0000 0.0000 0.0000 -5.729e-005 994.5 -99.6 D8Z26P 0.0003387 0.02369 -0.002102 -0.1551 -0.1195 -1.7931 -5.832 -5.809 26.28 D9Z13P 1.585e-005 0.0169 -0.001325 -0.0520 -0.0732 -1.0236 -6.703 -6.686 13.34 D10Z31P -2.938e-005 0.02368 -0.002284 -0.1112 -0.1340 -1.9248 -5.494 -5.471 31.32 D11Z36P -0.00018 0.0235 -0.002385 -0.1493 -0.1163 -1.8083 -5.158 -5.135 36.32 D12Z45P 0.001185 0.03146 -0.003481 -0.1483 -0.1080 -1.6188 -4.602 -4.572 44.57 D13Z45P 0.001185 923.2 -62.07 0.0000 0.0000 0.0000 -2.382 918.6 -17.5 D14Z50P 0.0003127 1000 -137 0.0000 0.0000 0.0000 0.0003127 995.8 -86.61 D15Z55P 1.491e-005 0.02821 -0.003691 -0.3009 -0.0872 -1.3633 -3.883 -3.855 55.28 D16Z68P 0.001214 0.01628 -0.00338 0.3747 -0.0041 -0.0191 3.033 -3.015 67.95 D17Z68P -6.775e-005 0.02181 -0.003742 0.1617 -0.0311 -1.1063 -3.031 -3.01 67.95 D18Z55P 0.0007815 0.02306 -0.003461 -0.2148 -0.0076 -0.0502 3.884 -3.86 55.28 D19Z75P 1.355e-005 0.006806 -0.002643 0.0010 -0.0084 -0.0487 2.534 -2.527 75.35 D20Z75P 0.001187 0.01341 -0.00317 0.0819 -0.0991 -0.9260 -2.533 -2.52 75.35 D21Z81P 1.124e-005 0.001566 -0.001644 0.0724 0.0089 -0.0490 2.132 -2.131 81.32 D22Z81P 0.0009525 0.005196 -0.00205 -0.0264 -0.0510 -0.7845 -2.131 -2.127 81.32 D23Z86P 0.0005659 0.002042 -0.0009849 -0.0059 -0.0284 -0.6826 -1.826 -1.825 85.87 D24Z86P 7.401e-005 -0.00141 -0.0005503 0.0124 -0.0294 -0.0535 1.827 -1.828 85.87 D25Z90P -0.001263 -0.001231 0.0005176 0.0127 0.0289 -0.0598 1.575 -1.578 89.6 D26Z90P 0.00152 0.00025 0.0002316 0.0091 -0.0887 -0.5939 -1.575 -1.576 89.6 D27Z93P -0.0001623 0.0005007 0.002017 -0.1251 0.0814 -0.5102 -1.325 -1.324 93.34 D28Z50P 0.0003572 0.02964 -0.003617 -0.0096 -0.1106 -1.4948 -4.214 -4.185 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006678 940.4 -63.22 0.0000 0.0000 0.0000 3.522 933.3 -54.63 D31Z19P -3.013e-005 0.01241 -0.001141 -0.0148 -0.0012 -0.0132 6.34 -6.328 18.73 D32Z26P -0.0005819 877.2 -58.98 0.0000 0.0000 0.0000 2.532 871.4 -32.69 D33Z26P -0.0005869 0.01779 -0.001854 -0.0242 -0.0013 -0.0188 5.832 -5.815 26.28 D34Z13P -0.0004721 0.0134 -0.001226 0.0163 0.0053 -0.0080 6.703 -6.69 13.34 D35Z31P -0.0001091 0.0178 -0.002018 0.0139 0.0062 -0.0200 5.494 -5.477 31.32 D36Z36P 0.0002207 0.01788 -0.002149 -0.0270 -0.0048 -0.0253 5.158 -5.14 36.32 D37Z45P -0.0007561 0.02587 -0.003232 -0.0387 -0.0007 -0.0318 4.602 -4.577 44.57 D38Z45P -0.000756 923.2 -62.07 0.0000 0.0000 0.0000 2.382 918.6 -17.5 D39Z50P 0.0002692 0.02424 -0.003375 0.0919 0.0106 -0.0275 4.215 -4.19 50.35 D40Z113P 7.629e-006 0.1488 0.009117 -0.5498 0.0099 -0.2155 -1.325 -1.176 113.3 D41Z113P -0.0001395 0.1494 0.009078 -0.5532 -0.0052 0.0007 1.325 -1.176 113.3 D42Z110P -0.0001473 0.1174 0.008414 -0.5298 -0.0099 -0.2646 -1.325 -1.208 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
209 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
-0.00033 -0.0002023 -0.0002955 -0.0001946 -0.0003322 -0.000115 -0.0003559 8.085e-005 -0.0003667 0.002232 -8.529e-006 0.0007057 -0.0004424 0.0002914 -0.0003251 0.0003279 -0.002425 -0.0003909 -0.001213 -8.192e-005 -0.0007706 -4.295e-005 -0.0006427 -0.0003438 -0.0003982 2.461e-005 1.964e-005 -0.000476 -0.0004455 -0.00014 -0.0002383 -5.488e-005 -0.00011 0.0001833 0.0001388 0.0002851 0.0002596 0.0005182 0.0004871 0.0005624 0.0007958 0.001122 0.001177 0.0007679 0.001255 0.000745 0.000921 0.000907 0.0009074 0.001015 0.001091 0.001004
0.118 0.08829 0.08889 0.06141 0.06198 0.03736 0.03783 0.01694 0.01725 0.006078 0.02811 0.04822 0.07544 0.1023 0.1334 0.1647 0.006151 0.02769 0.04874 0.07483 0.1029 0.1329 0.1651 0.1835 0.1924 0.1934 0.1829 0.2092 0.2098 0.2268 0.2272 0.2446 0.2449 0.2629 0.2629 0.2818 0.2816 0.3007 0.3003 0.3194 0.3198 0.3607 0.3596 0.3321 0.3465 0.3455 0.333 0.5348 0.5349 0.3682 0.3782 0.3864
0.008386 0.007544 0.007534 0.006489 0.006506 0.005227 0.005279 0.003736 0.003832 0.002933 0.004612 0.005915 0.007066 0.008026 0.008769 0.009431 0.003053 0.004541 0.005947 0.007064 0.008005 0.008804 0.009388 0.006051 0.004506 0.004338 0.006147 0.00483 0.00463 0.005073 0.004922 0.005322 0.005136 0.005501 0.005352 0.005683 0.005504 0.005812 0.005659 0.005769 0.005943 0.002099 0.002115 0.004608 0.003406 0.00337 0.004692 0.00312 0.003134 0.002275 0.002417 0.002558
-0.5287 -0.4696 -0.4693 -0.4681 -0.4698 -0.3409 -0.3423 -0.3995 -0.4051 -0.2938 -0.3461 -0.4202 -0.4619 -0.5041 -0.5431 -0.5533 -0.3055 -0.3437 -0.4222 -0.4615 -0.5029 -0.5423 -0.5282 -0.5272 -0.6093 -0.5935 -0.5511 -0.7122 -0.6986 -0.7122 -0.7066 -0.7262 -0.7184 -0.7508 -0.7436 -0.7632 -0.7544 -0.7669 -0.7617 -0.7651 -0.7734 -0.8718 -0.8573 -0.7439 -0.8095 -0.7857 -0.7848 -1.0282 -1.0350 -0.9145 -0.9279 -0.9582
17:07:07 03/17/10
0.0110 0.0085 -0.0075 -0.0198 0.0194 0.0278 -0.0295 -0.0689 0.0649 0.0029 -0.0082 -0.0040 -0.0019 0.0017 0.0035 -0.0059 -0.0049 0.0049 0.0030 0.0025 -0.0017 0.0040 -0.0156 0.0343 -0.0323 -0.0040 -0.0763 0.0136 -0.0095 0.0079 0.0107 0.0060 0.0068 0.0074 0.0077 0.0053 0.0069 0.0121 0.0069 0.0019 0.0080 -0.0123 -0.0101 0.0070 -0.0168 0.0222 -0.0086 -0.0011 -0.0012 -0.0072 0.0014 -0.0011
-0.0098 -0.3137 -0.0203 -0.3628 -0.0307 -0.4119 -0.0412 -0.4610 -0.0517 -0.4855 -0.0464 -0.3873 -0.0255 -0.2891 -0.0046 -0.1909 -0.0569 -0.4364 -0.0360 -0.3382 -0.0150 -0.2400 0.0059 0.0066 -0.1801 0.0062 -0.1809 -0.1777 0.0076 -0.1753 0.0089 -0.1729 0.0103 -0.1705 0.0116 -0.1682 0.0130 -0.1658 0.0144 0.0157 -0.1634 -0.1602 -0.0014 0.0149 -0.1633 0.0058 -0.1637 -0.1601 -0.0014 -0.0014 -0.1602 -0.0014
1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.323 1.325 -1.324 1.325 -1.325 1.325 -1.325 1.323 -1.325 1.324 -1.325 1.324 -1.325 1.324 0.9013 -0.6904 0.69 -0.9016 -0.6905 0.6896 -0.6901 0.6898 -0.6901 0.6899 -0.6898 0.6901 -0.6897 0.6903 -0.6895 0.6905 0.6906 -0.6892 -0.3489 0.3512 0.5774 -0.4621 0.4641 -0.5757 -0.3491 0.3509 0.351 -0.3489 0.351
-1.207 -1.237 -1.236 -1.264 -1.263 -1.288 -1.287 -1.308 -1.308 -1.319 -1.297 -1.277 -1.25 -1.223 -1.192 -1.16 -1.319 -1.297 -1.276 -1.25 -1.222 -1.192 -1.16 -0.7181 -0.4976 -0.4966 -0.7188 -0.4808 -0.4802 -0.4632 -0.4628 -0.4454 -0.4451 -0.4271 -0.4271 -0.4082 -0.4084 -0.3893 -0.3897 -0.3706 -0.3702 0.0107 0.009602 -0.2445 -0.1168 -0.1178 -0.2437 0.1848 0.1849 0.0182 0.02824 0.03641
109.9 106.6 106.6 103.3 103.3 99.99 99.99 96.66 96.66 95 98.32 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 117 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.7 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
210 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P 0.001069 0.3966 0.002664 D96Z134P 0.001002 0.4053 0.002769 D97Z134P 0.001044 0.4158 0.00284 D98Z135P 0.000994 0.4248 0.002919 D99Z135P 0.00102 0.4352 0.002966 D100Z136P 0.0009827 0.4445 0.003024 D101Z136P 0.0009971 0.4549 0.003052 D102Z137P 0.0009708 0.4645 0.003092 D103Z138P 0.000974 0.4749 0.003101 D104Z138P 0.0009583 0.4847 0.003124 D105Z139P 0.0009512 0.495 0.003117 D106Z139P 0.00094 0.5049 0.003133 D107Z140P 0.0009289 0.5149 0.00312 D108Z140P 0.0009185 0.5249 0.003134 D109Z92P -0.0007865 -0.0007102 0.001368 D111Z88P 0.001772 0.001556 -0.0004116 D113Z84P 0.0008033 0.004339 -0.001538 D115Z79P 0.0007566 0.007857 -0.00247 D117Z72P 0.003476 0.0208 -0.003866 D119Z62P 0.0003611 0.06186 -0.006262 D121Z9P -0.0006778 0.01216 -0.00106 D122Z9P 0.0001942 0.01517 -0.001161 D123Z132P 0.001053 0.3772 0.002435 D124Z133P 0.001043 0.3958 0.002682 D125Z134P 0.001026 0.415 0.002857 D126Z135P 0.001008 0.4346 0.002982 D127Z136P 0.0009893 0.4545 0.003067 D128Z138P 0.0009705 0.4746 0.003117 D129Z139P 0.0009506 0.4948 0.003132 D130Z140P 0.0009292 0.5149 0.003134 D131Z92P 0.0005858 -0.001337 0.001551 D132Z88P -0.001169 -0.001239 -1.83e-005 D133Z84P 0.0003779 -0.0004888 -0.001003 D134Z79P -0.0003804 0.005261 -0.002216 D135Z72P 0.0002224 0.006345 -0.002683 D136Z62P -2.155e-005 0.0591 -0.006176 D137Z93P 0 0 0 D138Z93P 6.529e-005 0.0005925 -0.006865 D139Z9P 940.3 0.01212 63.22 D140Z13P -188.3 0.0115 -12.66 D141Z26P 877.2 0.01775 58.97 D142Z31P -192.8 0.01764 -12.97 D143Z45P 923.2 0.02584 62.06 D144Z50P -190.8 0.02416 -12.83 D145Z68P -0.001869 0.01659 -0.001469 D146Z55P -0.001421 0.02296 -0.001098 D147Z75P -0.000676 0.006777 -0.002311 D148Z81P -0.0006721 0.001324 -0.003308 D149Z86P -0.0001419 -0.0008474 -0.00429 D150Z90P 0.0006663 -0.001697 -0.005404 D151Z9P -940.3 0.01186 -63.22 D152Z9P -0.0005499 0.01206 -2.716e-005
-0.9705 -0.9960 -0.9966 -1.0104 -1.0134 -1.0288 -1.0273 -1.0398 -1.0351 -1.0460 -1.0338 -1.0361 -1.0291 -1.0361 -0.0351 -0.0188 -0.0004 0.0161 -0.0473 0.0667 -0.0624 -0.1237 -0.9426 -0.9783 -1.0046 -1.0195 -1.0351 -1.0444 -1.0414 -1.0354 -0.0094 -0.0024 0.0399 0.0673 0.0092 0.1260 0.0000 -0.2673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3739 -0.2142 0.0090 0.0356 0.0133 0.0661 0.0000 -0.0646
17:07:07 03/17/10
-0.0019 -0.0014 -0.0011 -0.0013 -0.0012 -0.0013 -0.0012 -0.0013 -0.0012 -0.0012 -0.0012 -0.0012 -0.0011 -0.0011 -0.0863 -0.0185 -0.0627 -0.0516 -0.0642 -0.0971 -0.0027 -0.0438 0.0011 0.0005 -0.0000 -0.0003 -0.0003 -0.0004 -0.0008 -0.0011 0.0397 -0.0319 0.0009 -0.0027 -0.0135 0.0059 0.0000 0.2448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0016 0.0054 0.0049 0.0018 0.0314 -0.0717 0.0000 0.0020
-0.1602 -0.0014 -0.1602 -0.0014 -0.1602 -0.0014 -0.1601 -0.0014 -0.1601 -0.0014 -0.1601 -0.0014 -0.1601 -0.0014 -0.5443 -0.6364 -0.7290 -0.8501 -0.9972 -1.2234 -0.0096 -0.6533 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0633 -0.0556 -0.0523 -0.0468 -0.0456 -0.0328 0.0000 -0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0145 -0.0226 -0.0107 -0.0101 -0.0103 -0.0143 0.0000 -0.0055
-0.3489 0.04664 133.1 0.351 0.05533 133.7 -0.349 0.06576 134.2 0.351 0.07477 134.8 -0.349 0.08515 135.3 0.351 0.0945 135.9 -0.349 0.1049 136.4 0.351 0.1145 137 -0.349 0.1249 137.5 0.351 0.1347 138.1 -0.349 0.145 138.7 0.3509 0.1549 139.2 -0.3491 0.1649 139.8 0.3509 0.1749 140.3 -1.441 -1.441 91.63 -1.691 -1.691 87.87 -1.967 -1.963 83.77 -2.315 -2.308 78.59 -2.757 -2.74 71.98 -3.404 -3.343 62.39 7.022 -7.01 8.589 -7.022 -7.007 8.589 0.3511 0.02721 132 0.351 0.04577 133.1 0.351 0.06502 134.2 0.351 0.08458 135.3 0.351 0.1045 136.4 0.351 0.1246 137.5 0.351 0.1448 138.7 0.3509 0.1649 139.8 1.44 -1.441 91.63 1.691 -1.694 87.87 1.968 -1.968 83.77 2.315 -2.311 78.59 2.761 -2.754 71.98 3.405 -3.346 62.39 1.325 1.457e-011 93.33 1.325 1.326 93.33 947.4 -3.51 71.81 -181.6 0.0115 0.6772 883.1 -2.515 85.26 -187.3 0.01764 18.35 927.8 -2.357 106.6 -186.6 0.02416 37.52 3.029 3.048 67.95 3.882 3.906 55.28 2.533 2.541 75.35 2.132 2.134 81.32 1.826 1.826 85.87 1.577 1.575 89.59 -933.3 3.534 -54.63 7.022 7.035 8.59
Helman O. Mozo
Page
Job
211 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.0003694 -877.2 -0.0006555 1.95e-005 -0.0006608 -0.0006599 -0.0007801 -923.2 -0.001141 0.0008066 0.0008134 0.0006785 0.0006426 0.0004759 0.0006377 -0.001492 0.0004197 0.0008098 0.006002 0.002376 0.001475 0.001358 0.001054 0.0006266 0.0004309 0.0005393 0.0004017 0.0004482 0.0003403 0.0003865 0.0004947 8.834e-005 0.0003672 0.0004896 0.001221 9.701e-005 0.0002759 0.0003896 0.0005191 0.0006454 0.0007728 0.0009003 0.001028 0.001157 0.0002005 0.0003293 0.0004551 0.0005821 0.0007091 0.0008365 0.0009642
0 0.01299 0.01706 0.0171 0.01373 0.01773 0.01824 0.02531 0.02528 0.02421 0.1494 0.118 0.08889 0.06201 0.03779 0.01735 0.02586 0.07473 0.1333 0.01027 0.05021 0.1034 0.1653 0.1836 0.1932 0.2099 0.2273 0.2449 0.263 0.2816 0.3003 0.3192 0.3595 0.3322 0.3456 0.5349 0.3683 0.3864 0.4053 0.4248 0.4445 0.4645 0.4847 0.5049 0.5249 0.3772 0.3958 0.415 0.4346 0.4545 0.4746 0.4949
0 -0.0009002 -58.98 -0.001065 -0.0003051 -0.001258 -0.00145 -0.0009478 -62.07 -0.001007 -0.01477 -0.01395 -0.01295 -0.01174 -0.01034 -0.008659 -0.009606 -0.01241 -0.0144 -0.00771 -0.01107 -0.01349 -0.01514 -0.01191 -0.01029 -0.01065 -0.01093 -0.01122 -0.01142 -0.01163 -0.01178 -0.01193 -0.008339 -0.01077 -0.009562 -0.009516 -0.008532 -0.008845 -0.009085 -0.009252 -0.009375 -0.009457 -0.009503 -0.009513 -0.009516 -0.008688 -0.008965 -0.00917 -0.009314 -0.009416 -0.00948 -0.009509
0.0000 -0.0097 0.0000 -0.0233 0.0096 0.0033 -0.0259 -0.0400 0.0000 0.0868 -0.5569 -0.5117 -0.4999 -0.4147 -0.4362 -0.2375 -0.3605 -0.4673 -0.5454 -0.3065 -0.4142 -0.5002 -0.5401 -0.5339 -0.5963 -0.7064 -0.7028 -0.7178 -0.7423 -0.7552 -0.7591 -0.7630 -0.8687 -0.7644 -0.7866 -1.0359 -0.9195 -0.9596 -0.9981 -1.0082 -1.0286 -1.0401 -1.0483 -1.0338 -1.0357 -0.9350 -0.9782 -1.0041 -1.0212 -1.0351 -1.0428 -1.0413
17:07:07 03/17/10
0.0000 -0.0032 0.0000 -0.0042 0.0079 0.0013 -0.0001 -0.0012 0.0000 -0.0056 0.0113 -0.0178 0.0249 -0.0501 0.0956 -0.1971 0.0203 0.0070 0.0014 0.0024 -0.0067 0.0017 0.0099 -0.0526 -0.0249 0.0037 -0.0012 -0.0023 -0.0006 -0.0029 0.0049 0.0016 -0.0094 -0.0130 -0.0259 0.0066 0.0083 0.0061 0.0066 0.0065 0.0066 0.0066 0.0066 0.0066 0.0066 0.0102 0.0057 0.0067 0.0065 0.0066 0.0066 0.0066
0.0000 -0.0038 0.0000 -0.0059 -0.0009 -0.0045 -0.0074 -0.0097 0.0000 -0.0024 0.0632 0.0500 0.0368 0.0236 0.0104 -0.0028 0.0038 0.0302 0.0566 -0.0094 0.0170 0.0434 0.0698 0.0856 0.0921 0.0914 0.0907 0.0900 0.0893 0.0886 0.0878 0.0871 0.0954 0.0925 0.0957 0.0953 0.0954 0.0954 0.0954 0.0954 0.0953 0.0953 0.0953 0.0953 0.0953 0.0954 0.0954 0.0954 0.0954 0.0953 0.0953 0.0953
7.6 6.341 -871.4 5.832 6.703 5.494 5.158 4.602 -918.6 4.213 1.326 1.326 1.326 1.326 1.325 1.326 1.324 1.325 1.326 1.331 1.327 1.326 1.326 0.9027 0.6906 0.6904 0.6905 0.6904 0.6904 0.6903 0.6904 0.6905 0.3501 0.577 0.4638 0.3512 0.3501 0.3503 0.3504 0.3505 0.3506 0.3508 0.3509 0.351 0.3512 0.3502 0.3503 0.3505 0.3506 0.3507 0.3508 0.351
7.6 0 6.353 18.73 2.55 -32.69 5.85 26.28 6.717 13.34 5.512 31.32 5.176 36.32 4.628 44.57 2.408 -17.49 4.239 50.35 1.474 113.2 1.443 109.9 1.414 106.6 1.387 103.3 1.363 99.97 1.342 96.65 1.351 98.31 1.4 104.9 1.458 111.6 1.335 94.99 1.375 101.6 1.428 108.3 1.49 114.9 1.085 116.9 0.8832 118 0.8999 119.4 0.9173 120.8 0.9349 122.2 0.953 123.6 0.9716 125.1 0.9903 126.5 1.009 127.9 0.7095 130.9 0.9089 128.9 0.8089 129.9 0.8849 140.9 0.7183 131.4 0.7364 132.5 0.7553 133.7 0.7748 134.8 0.7945 135.9 0.8145 137 0.8347 138.1 0.8549 139.2 0.8749 140.3 0.7272 132 0.7458 133.1 0.765 134.2 0.7846 135.3 0.8045 136.4 0.8246 137.5 0.8449 138.6
Helman O. Mozo
Page
Job
212 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.001092 0.5149 -0.009515 -1.0368 0.0066 0.0953 0.3511 D206Z92P -0.002347 -0.003202 -0.006564 -0.0134 -0.0423 -0.0180 1.437 D207Z88P 0.00127 -0.0004862 -0.004769 0.0074 0.0232 -0.0116 1.694 D208Z84P -0.0004994 0.0006032 -0.003817 0.0339 0.0018 -0.0106 1.967 D209Z79P -0.0005704 0.004416 -0.002807 0.0711 -0.0018 -0.0075 2.315 D210Z72P -0.00112 0.006422 -0.002248 0.0074 0.0130 -0.0098 2.759 D211Z62P -0.0007005 0.05906 0.001413 0.1198 -0.0069 -0.0021 3.404 D212Z93P 0 0 0 0.0000 0.0000 0.0000 1.9e-015 D213Z93P -5.649e-005 0.0006654 -0.006641 -0.2589 -0.2305 -0.2848 -1.325 D214Z9P -0.0005559 940.4 63.22 0.0000 0.0000 0.0000 3.522 D215Z13P -7.341e-005 1000 113.8 0.0000 0.0000 0.0000 -7.341e-005 D216Z26P -0.0006573 877.2 58.98 0.0000 0.0000 0.0000 2.532 D217Z31P -0.0006428 1000 105 0.0000 0.0000 0.0000 -0.0006428 D218Z45P -0.000777 923.2 62.07 0.0000 0.0000 0.0000 2.382 D219Z50P -0.00115 1000 111.3 0.0000 0.0000 0.0000 -0.00115 D220Z68P -0.0008391 0.02234 -0.001076 0.3112 0.0385 -0.6816 -3.032 D221Z55P -0.001048 0.02831 -0.0008695 -0.2555 0.0557 -0.8304 -3.884 D222Z75P -0.001797 0.01141 -0.001828 -0.0253 0.0381 -0.5492 -2.536 D223Z81P -0.00125 0.006167 -0.00271 0.0206 0.0370 -0.4638 -2.134 D224Z86P -0.001116 0.001676 -0.003821 0.0067 0.0043 -0.3976 -1.828 D225Z90P -0.001284 9.756e-005 -0.004989 0.0582 0.1094 -0.3388 -1.578 D226Z9P 0.0005626 940.4 63.22 0.0000 0.0000 0.0000 -3.522 D227Z9P 0.0005409 0.01469 -4.146e-005 -0.1191 0.0343 -0.5700 -7.022 D228Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 D229Z19P -0.0008359 0.01661 -0.001026 -0.0834 0.0648 -0.9655 -6.341 D230Z26P -0.0003311 877.2 58.98 0.0000 0.0000 0.0000 -2.533 D231Z26P -0.0003299 0.02262 -0.001029 -0.1104 0.0773 -1.1433 -5.833 D232Z13P -0.0002417 0.01706 -0.0003537 -0.0445 0.0414 -0.7674 -6.703 D233Z31P -0.0006341 0.02349 -0.001175 -0.0752 0.0759 -1.1968 -5.495 D234Z36P -0.0008861 0.02382 -0.001342 -0.1006 0.0728 -1.1211 -5.159 D235Z45P -0.001295 0.03082 -0.0007773 -0.1058 0.0664 -0.9987 -4.604 D236Z45P -0.001298 923.2 62.07 0.0000 0.0000 0.0000 -2.384 D237Z50P -0.00116 0.0296 -0.0008065 0.0210 0.0642 -0.9216 -4.216 D238Z113P 0.0006503 0.1488 -0.01473 -0.5602 -0.0102 -0.1003 -1.324 D239Z110P 0.0005732 0.1174 -0.0139 -0.5132 0.0195 -0.1311 -1.324 D240Z107P 0.0005842 0.08829 -0.01288 -0.4996 -0.0224 -0.1618 -1.324 D241Z103P 0.0004426 0.06143 -0.01165 -0.4144 0.0538 -0.1925 -1.325 D242Z100P 0.000358 0.03732 -0.01021 -0.4323 -0.0905 -0.2233 -1.325 D243Z97P -0.0001732 0.01704 -0.008486 -0.2354 0.2043 -0.2540 -1.325 D244Z98P 0.002159 0.0255 -0.009456 -0.3579 -0.0138 -0.2386 -1.323 D245Z105P 0.000763 0.07415 -0.01233 -0.4667 -0.0039 -0.1772 -1.324 D246Z112P 0.0006188 0.1327 -0.01436 -0.5437 -0.0003 -0.1157 -1.324 D247Z95P -0.00574 0.01009 -0.007514 -0.2992 0.0040 -0.2694 -1.331 D248Z102P -0.001407 0.04965 -0.01096 -0.4123 0.0110 -0.2079 -1.326 D249Z108P -0.0001458 0.1028 -0.01343 -0.5015 0.0004 -0.1464 -1.325 D250Z115P 0.0001509 0.1648 -0.01511 -0.5375 -0.0072 -0.0849 -1.325 D251Z117P 0.0006524 0.1828 -0.01197 -0.5271 0.0585 -0.0678 -0.901 D252Z118P 0.001096 0.1925 -0.01034 -0.5994 -0.0003 -0.0621 -0.6889 D253Z119P 0.0004265 0.2091 -0.01067 -0.7084 -0.0206 -0.0626 -0.6896 D254Z121P 0.0004251 0.2268 -0.01099 -0.7152 0.0027 -0.0631 -0.6896 D255Z122P 0.0003388 0.2446 -0.01124 -0.7267 -0.0015 -0.0635 -0.6897 D256Z124P 0.0003956 0.2629 -0.01148 -0.7520 -0.0003 -0.0640 -0.6896
17:07:07 03/17/10
0.8649 1.437 1.692 1.968 2.32 2.767 3.464 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.054 3.911 2.545 2.139 1.828 1.577 947.4 7.037 7.6 6.357 883.1 5.855 6.72 5.518 5.182 4.634 927.8 4.244 1.474 1.442 1.413 1.386 1.362 1.342 1.351 1.399 1.458 1.335 1.375 1.428 1.49 1.084 0.8825 0.8991 0.9168 0.9346 0.9529
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 127.1 85.26 136.3 106.6 161.7 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P 0.0003093 D258Z126P 0.000349 D259Z128P 0.0002217 D260Z131P 0.0001514 D261Z129P 0.0001999 D262Z130P -8.477e-005 D263Z141P 0.001221 D264Z131P 4.018e-005 D265Z133P 0.0001783 D266Z134P 0.0003285 D267Z135P 0.0004736 D268Z136P 0.0006133 D269Z137P 0.0007524 D270Z138P 0.000891 D271Z139P 0.001026 D272Z140P 0.001156 D273Z132P 0.0001579 D274Z133P 0.0002994 D275Z134P 0.0004334 D276Z135P 0.0005665 D277Z136P 0.0006985 D278Z138P 0.0008304 D279Z139P 0.0009617 D280Z140P 0.001092 D281Z92P 0.002238 D282Z88P -0.002231 D283Z84P -0.001078 D284Z79P -0.001626 D285Z72P -0.001663 D286Z62P -0.001009 D287Z93P 0 D288Z9P 940.3 D289Z13P 188.3 D290Z26P 877.2 D291Z31P 192.8 D292Z45P 923.2 D293Z50P 190.8 D294Z9P -940.3 D295Z26P -877.2 D296Z45P -923.2 D297Z131P 0.001073 D298Z133P 0.001088 D299Z134P 0.001054 D300Z135P 0.001033 D301Z136P 0.001009 D302Z137P 0.0009856 D303Z138P 0.0009626 D304Z139P 0.00094 D305Z140P 0.0009179
0.2818 0.3007 0.32 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4352 0.4549 0.4749 0.495 0.5149 -0.002245 0.001614 0.004221 0.009364 0.01185 0.06191 0 0.01456 0.01455 0.02256 0.0233 0.03078 0.02955 0.01514 0.02356 0.03142 0.3694 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248
-0.01165 -0.01183 -0.01195 -0.008258 -0.01078 -0.009523 -0.009435 -0.008435 -0.008749 -0.008989 -0.009163 -0.009286 -0.009369 -0.009415 -0.009431 -0.009434 -0.008611 -0.008888 -0.009091 -0.009235 -0.009337 -0.009401 -0.009429 -0.009434 -0.006258 -0.004328 -0.003285 -0.002247 -0.001773 0.001491 0 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 63.22 58.97 62.06 0.002277 0.002559 0.00277 0.002914 0.003018 0.003085 0.003117 0.00312 0.00312
-0.7623 -0.7703 -0.7756 -0.8614 -0.7616 -0.8038 -1.0272 -0.9053 -0.9509 -0.9881 -1.0026 -1.0210 -1.0320 -1.0382 -1.0283 -1.0283 -0.9320 -0.9712 -0.9967 -1.0118 -1.0273 -1.0366 -1.0336 -1.0277 -0.0063 -0.0105 0.0387 0.0292 -0.0165 0.0590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.9093 -0.9517 -0.9903 -1.0003 -1.0208 -1.0323 -1.0405 -1.0260 -1.0278
Joint Support Reactions for Load Case "COMBO 1-4":
17:07:07 03/17/10
-0.0011 -0.0009 -0.0061 -0.0073 -0.0011 0.0121 0.0067 0.0001 0.0068 0.0064 0.0065 0.0065 0.0065 0.0065 0.0066 0.0066 0.0088 0.0083 0.0080 0.0075 0.0075 0.0074 0.0072 0.0067 0.0755 0.0116 0.0364 0.0411 0.0319 0.0539 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 -0.0016 -0.0012 -0.0012 -0.0012 -0.0012 -0.0012 -0.0012 -0.0011
-0.0645 -0.0650 -0.0654 -0.0443 -0.0626 -0.0525 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.3065 -0.3663 -0.4287 -0.5046 -0.6002 -0.7461 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1602 -0.1602 -0.1602 -0.1602 -0.1602 -0.1601 -0.1601 -0.1601 -0.1601
-0.6897 0.9718 125.1 -0.6897 0.9907 126.5 -0.6898 1.01 127.9 -0.3498 0.7108 130.9 -0.5765 0.9096 128.9 -0.4634 0.8099 129.9 -0.3488 0.8848 140.9 -0.35 0.7193 131.4 -0.3498 0.7373 132.5 -0.3497 0.7561 133.7 -0.3495 0.7754 134.8 -0.3494 0.795 135.9 -0.3492 0.8149 137 -0.3491 0.8349 138.1 -0.349 0.8549 139.2 -0.3488 0.8748 140.3 -0.3498 0.7282 132 -0.3497 0.7466 133.1 -0.3496 0.7657 134.2 -0.3494 0.7852 135.3 -0.3493 0.8049 136.4 -0.3492 0.8249 137.5 -0.349 0.845 138.6 -0.3489 0.8649 139.8 -1.438 1.438 91.62 -1.695 1.694 87.87 -1.969 1.972 83.77 -2.317 2.325 78.59 -2.762 2.772 71.98 -3.406 3.467 62.4 -1.325 1.457e-011 93.33 933.3 3.537 -54.63 181.6 0.01455 0.6771 871.4 2.555 -32.69 187.3 0.0233 18.35 918.6 2.414 -17.49 186.6 0.02955 37.52 -947.4 -3.507 71.81 -883.1 -2.509 85.26 -927.8 -2.352 106.6 -0.3489 0.01936 131.4 -0.3489 0.03733 132.6 -0.3489 0.05612 133.7 -0.349 0.0754 134.8 -0.349 0.09499 135.9 -0.349 0.1149 137 -0.349 0.1349 138.1 -0.3491 0.1549 139.2 -0.3491 0.1748 140.3
Helman O. Mozo
Page
Job
214 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P 1.93 0.0 -0.58 0.0 -75.38 0.0 0.0 75.40 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -2.07 0.0 -35.45 0.0 -49.59 0.0 0.0 60.99 0.0 3.63 0.0 1.3 0.0 3.57 0.0 0.0 D29Z0P 1.40 0.0 -27.13 0.0 -26.53 0.0 0.0 37.97 0.0 2.68 0.0 -0.7 0.0 0.26 0.0 0.0 D137Z93P -0.00 0.0 -150.67 0.0 47.15 0.0 0.0 157.88 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -16.70 0.0 -44.23 0.0 188.95 0.0 0.0 194.77 0.0 2.72 0.0 1.0 0.0 0.26 0.0 0.0 D212Z93P -1.11 0.0 -0.58 0.0 197.82 0.0 0.0 197.83 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 20.18 0.0 -54.27 0.0 232.43 0.0 0.0 239.54 0.0 3.52 0.0 -1.5 0.0 3.07 0.0 0.0 D287Z93P -0.00 0.0 -167.34 0.0 47.58 0.0 0.0 173.98 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-4": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.5807 -0.8658 -1.9273 -0.0000 76.2424 0.0000 0.0000 0.0000 D1Z93P 0.0000 1.2532 -1.8622 0.0000 -1.2532 1.8622 0.0002 0.0004 0.0022 D2Z0P 0.0000 1.8892 -2.8141 2.0681 33.5604 52.4054 0.0000 0.0000 0.0000 D3Z9P 0.0000 1.8892 -2.8141 0.0000 -0.9488 2.7508 0.0002 940.3610 -63.2216 D4Z13P 0.0000 1.8892 -2.8141 -0.0000 0.1798 2.6750 -0.0002 1000.0000 -139.1040 D5Z19P -0.5646 6.8774 -8.6372 0.5646 -6.8774 8.6372 -0.0003 0.0161 -0.0012 D6Z26P 0.0000 1.7624 -2.8810 0.0000 -0.8852 2.8221 0.0003 877.2483 -58.9789 D7Z31P 0.0000 1.7624 -2.8810 -0.0000 0.1849 2.7501 -0.0001 1000.0000 -130.9191 D8Z26P -0.5727 5.0342 -5.8231 0.5727 -5.0342 5.8231 0.0003 0.0237 -0.0021 D9Z13P -0.1455 2.7205 -4.3117 0.1455 -2.7205 4.3117 0.0000 0.0169 -0.0013 D10Z31P -0.9159 6.9952 -7.6810 0.9159 -6.9951 7.6810 -0.0000 0.0237 -0.0023 D11Z36P 0.0000 5.0732 -6.1519 -0.0000 -5.0731 6.1519 -0.0002 0.0235 -0.0024 D12Z45P 0.0000 1.8548 -2.8509 0.0000 -1.8547 2.8509 0.0012 0.0315 -0.0035 D13Z45P 0.0000 1.8548 -2.8509 0.0000 -0.9315 2.7888 0.0012 923.2268 -62.0709 D14Z50P 0.0000 1.8548 -2.8509 0.0000 0.1825 2.7139 0.0003 1000.0000 -136.9659 D15Z55P 0.0000 4.4539 -6.8412 0.0000 -4.4539 6.8412 0.0000 0.0282 -0.0037 D16Z68P 0.0000 9.9102 -6.3306 0.0000 -9.9102 6.3306 0.0012 0.0163 -0.0034 D17Z68P 0.0000 9.9102 -6.3306 -0.0000 -9.9102 6.3306 -0.0001 0.0218 -0.0037 D18Z55P 0.0000 10.1865 -7.2972 0.0000 -10.1865 7.2972 0.0008 0.0231 -0.0035 D19Z75P 0.0000 2.4632 -3.4757 0.0000 -2.4632 3.4756 0.0000 0.0068 -0.0026 D20Z75P 0.0000 8.5800 -3.9317 0.0000 -8.5799 3.9316 0.0012 0.0134 -0.0032 D21Z81P 0.0000 2.0041 -2.8153 0.0000 -2.0041 2.8153 0.0000 0.0016 -0.0016 D22Z81P 0.0000 2.0041 -2.8153 0.0000 -2.0041 2.8153 0.0010 0.0052 -0.0020 D23Z86P 0.0000 1.5665 -2.2294 0.0000 -1.5665 2.2294 0.0006 0.0020 -0.0010 D24Z86P 0.0000 1.5665 -2.2294 0.0000 -1.5665 2.2294 0.0001 -0.0014 -0.0006 D25Z90P 0.0000 1.3723 -2.0018 -0.0000 -1.3723 2.0018 -0.0013 -0.0012 0.0005 D26Z90P 0.0000 1.3723 -2.0018 0.0000 -1.3723 2.0018 0.0015 0.0002 0.0002 D27Z93P 0.0000 1.2532 -1.8622 -0.0000 -1.2532 1.8622 -0.0002 0.0005 0.0020 D28Z50P 0.0000 1.8548 -2.8509 0.0000 -1.8547 2.8509 0.0004 0.0296 -0.0036 D29Z0P 0.0000 1.8892 -2.8141 -1.3952 25.2381 29.3401 0.0000 0.0000 0.0000 D30Z9P 0.0000 1.8892 -2.8141 -0.0000 -0.9488 2.7508 -0.0007 940.3597 -63.2216 D31Z19P 0.0000 3.6516 -5.6951 -0.0000 -3.6516 5.6951 -0.0000 0.0124 -0.0011
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
215 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
216 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
217 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
218 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.3258 8.4784 0.5807 1.2532 1.8892 1.8892 1.7624 1.7624 1.8548 1.8548 9.9102 4.4539 2.4632 2.0041 1.5665 1.3723 1.8892 5.5013 1.8892 4.6487 1.7624 2.7738 2.7205 5.1078 3.6172 1.8548 1.8548 1.8548 0.6493 0.6452 0.6683 0.6639 0.6325 0.5807 1.2132 3.1414
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17:07:07 03/17/10
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0.0008 0.4645 0.0009 0.4847 0.0010 0.5049 0.0012 0.5249 0.0002 0.3772 0.0003 0.3958 0.0005 0.4150 0.0006 0.4346 0.0007 0.4545 0.0008 0.4746 0.0010 0.4949 0.0011 0.5149 -0.0023 -0.0032 0.0013 -0.0005 -0.0005 0.0006 -0.0006 0.0044 -0.0011 0.0064 -0.0007 0.0591 0.0000 0.0000 -0.0001 0.0007 -0.0006 940.3589 -0.0001 1000.0000 -0.0007 877.2445 -0.0006 1000.0000 -0.0008 923.2227 -0.0012 1000.0000 -0.0008 0.0223 -0.0010 0.0283 -0.0018 0.0114 -0.0013 0.0062 -0.0011 0.0017 -0.0013 0.0001 0.0006 940.3603 0.0005 0.0147 0.0000 0.0000 -0.0008 0.0166 -0.0003 877.2478 -0.0003 0.0226 -0.0002 0.0171 -0.0006 0.0235 -0.0009 0.0238 -0.0013 0.0308 -0.0013 923.2265 -0.0012 0.0296 0.0007 0.1488 0.0006 0.1174 0.0006 0.0883 0.0004 0.0614 0.0004 0.0373 -0.0002 0.0170 0.0022 0.0255 0.0008 0.0741
-0.0095 -0.0095 -0.0095 -0.0095 -0.0087 -0.0090 -0.0092 -0.0093 -0.0094 -0.0095 -0.0095 -0.0095 -0.0066 -0.0048 -0.0038 -0.0028 -0.0022 0.0014 0.0000 -0.0066 63.2205 113.7786 58.9755 104.9885 62.0663 111.3058 -0.0011 -0.0009 -0.0018 -0.0027 -0.0038 -0.0050 63.2205 -0.0000 0.0000 -0.0010 58.9756 -0.0010 -0.0004 -0.0012 -0.0013 -0.0008 62.0665 -0.0008 -0.0147 -0.0139 -0.0129 -0.0116 -0.0102 -0.0085 -0.0095 -0.0123
Helman O. Mozo
Page
Job
219 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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1.2945 0.5807 1.2963 1.3135 1.2390 0.5897 0.8747 0.5708 3.6161 0.5736 0.5669 3.6264 0.5615 0.5244 0.3342 0.2434 0.2434 0.0977 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.3258 8.4784 0.5807 1.8892 1.8892 1.7624 1.7624 1.8548 1.8548 1.8892 1.7624 1.8548 0.0908
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17:07:07 03/17/10
1.8574 0.0006 0.8658 -0.0057 1.9203 -0.0014 1.9203 -0.0001 1.8570 0.0002 0.9282 0.0007 1.5270 0.0011 1.1750 0.0004 2.5205 0.0004 1.1525 0.0003 1.1393 0.0004 2.4941 0.0003 1.1261 0.0003 0.8441 0.0002 0.3968 0.0002 0.2811 0.0002 0.2811 -0.0001 0.1238 0.0012 0.1157 0.0000 0.1157 0.0002 0.1157 0.0003 0.1157 0.0005 0.1157 0.0006 0.1157 0.0008 0.1157 0.0009 0.1157 0.0010 0.1238 0.0012 0.2314 0.0002 0.2314 0.0003 1.4698 0.0004 0.2314 0.0006 0.2314 0.0007 0.2314 0.0008 1.4698 0.0010 0.2395 0.0011 0.9964 0.0022 1.4615 -0.0022 1.6800 -0.0011 1.5914 -0.0016 1.8843 -0.0017 4.4463 -0.0010 -46.7102 0.0000 2.7508 940.3462 2.8014 188.3409 2.8221 877.2248 2.8681 192.8239 2.7888 923.1944 2.8380 190.8036 2.8773 -940.3455 2.9400 -877.2243 2.9129 -923.1941 0.1157 0.0011
0.1327 0.0101 0.0497 0.1028 0.1648 0.1828 0.1925 0.2091 0.2268 0.2446 0.2629 0.2818 0.3007 0.3200 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4352 0.4549 0.4749 0.4950 0.5149 -0.0022 0.0016 0.0042 0.0094 0.0119 0.0619 0.0000 0.0146 0.0145 0.0226 0.0233 0.0308 0.0295 0.0151 0.0236 0.0314 0.3694
-0.0144 -0.0075 -0.0110 -0.0134 -0.0151 -0.0120 -0.0103 -0.0107 -0.0110 -0.0112 -0.0115 -0.0117 -0.0118 -0.0120 -0.0083 -0.0108 -0.0095 -0.0094 -0.0084 -0.0087 -0.0090 -0.0092 -0.0093 -0.0094 -0.0094 -0.0094 -0.0094 -0.0086 -0.0089 -0.0091 -0.0092 -0.0093 -0.0094 -0.0094 -0.0094 -0.0063 -0.0043 -0.0033 -0.0022 -0.0018 0.0015 0.0000 -63.2176 -12.6629 -58.9771 -12.9653 -62.0680 -12.8301 63.2165 58.9737 62.0635 0.0023
Helman O. Mozo
Page
Job
220 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0906 -0.0907 -0.0909 -0.0910 -0.0911 -0.0913 -0.0914 -0.0972
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P -32.91 6680.95 2033.10 -2239.21 -434.24 2588.96 931.93 D128P -32.91 2239.21 434.24 1886.60 2438.72 2021.25 1407.47 D129P -32.90 -892.03 -825.10 -1439.30 -51.98 -1162.35 -437.29 D130P -32.90 295.44 103.67 -747.10 1344.64 -183.47 588.31 D131P -32.90 -1132.53 1038.48 268.17 -1251.10 -265.44 -65.30 D132P -32.90 325.80 -1746.51 -5537.28 9128.50 -1287.12 1823.19 D133P -32.90 5537.29 -9128.51 8246.69 -14844.60 2470.42 -4296.55 D134P -32.90 -955.59 -1994.25 -5108.72 -9199.17 -1224.56 -2260.28 D135P -32.90 -955.59 1994.25 591.01 -531.18 -62.79 251.99 D136P -32.90 -591.01 531.18 -648.20 776.65 -149.44 157.72 D137P -32.90 648.20 -776.65 -6.23 -31.15 127.82 -160.83 D138P -32.90 6.23 31.15 575.94 -703.26 115.11 -132.89 D139P -32.90 -575.94 703.26 -654.94 864.51 -162.30 206.72 D140P -32.89 654.94 -864.51 215.62 -293.36 160.64 -213.66 D141P -32.89 -215.62 293.36 933.54 -1525.70 150.46 -258.27 D142P -32.89 -933.54 1525.70 -1410.59 2390.82 -271.67 453.89 D143P 159.68 -7056.45 -15924.71 -1685.06 -8614.00 -5265.97 -14782.35 D144P 250.59 310.37 2426.08 -5951.06 -717.00 -5330.36 1615.05 D145P 159.68 -3290.78 6157.51 7056.45 15924.71 2261.66 13262.59 D146P 159.67 1685.05 8613.99 -1497.34 949.42 113.08 5761.09 D147P 159.67 450.71 4876.36 28.14 2638.14 288.47 4526.80 D148P 159.67 62.54 2503.24 839.95 1719.68 543.67 2543.93 D149P 37.54 -388.77 -635.03 -888.37 -719.82 -898.95 -953.64 D150P 37.54 96.53 -3140.44 -4744.46 -3671.62 -3271.54 -4794.81 D151P -11.70 -495.30 -308.17 -361.26 -130.46 -851.29 -435.94 D152P 0.00 -481.33 585.17 265.79 667.35 -388.74 2259.06 D153P 0.00 -43.52 100.71 17.80 73.65 -46.39 314.48 D154P 250.59 310.36 -2426.07 1832.37 285.23 1012.43 -1011.53 D155P -32.90 5108.72 9199.17 8246.69 14844.60 1868.54 3363.93 D156P -32.90 -268.17 1251.10 -325.80 1746.51 -175.50 885.71 D157P -32.90 747.10 -1344.64 1132.53 -1038.48 685.86 -869.58 D158P -32.90 1439.30 51.98 -295.43 -103.67 542.45 -24.51 D159P -32.91 -1886.60 -2438.72 892.03 825.10 -574.54 -932.15 D160P 159.67 1497.33 -949.42 1294.96 -3180.81 1682.10 -2488.09 D161P 159.67 -1294.97 3180.81 3014.51 6593.96 1035.87 5888.42 D162P 159.67 -3014.52 -6593.96 -450.72 -4876.36 -2087.50 -6909.83 D163P 159.67 -28.15 -2638.14 367.91 -3223.20 204.67 -3530.93
0.0011 0.0011 0.0010 0.0010 0.0010 0.0010 0.0009 0.0009
0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248
0.0026 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
Helman O. Mozo
Page
Job
221 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
159.67 -367.92 3223.20 1449.02 3831.08 651.26 4249.57 159.67 -1449.02 -3831.08 -62.55 -2503.24 -910.58 -3815.86 159.67 -839.96 -1719.68 -295.92 -2629.51 -684.27 -2619.99 159.67 295.91 2629.51 -1052.12 1539.26 -455.55 2511.31 37.54 269.24 1180.50 -96.54 3140.44 121.55 3041.38 37.54 273.95 -808.20 -269.25 -1180.50 3.31 -1399.79 37.54 888.36 719.82 -273.96 808.20 432.46 1075.53 37.54 722.84 628.20 388.76 635.03 782.42 889.15 37.54 -566.69 -133.78 -722.85 -628.20 -907.67 -536.33 -11.70 361.27 130.47 225.88 -531.94 583.54 -399.01 -11.70 -225.87 531.95 -754.12 72.50 -973.97 600.74 0.00 -100.43 425.39 104.03 363.37 6.48 1422.60 0.00 -157.88 318.53 73.30 264.29 -152.54 1051.17 0.00 -39.06 224.27 35.99 187.18 -5.54 742.09 0.00 -83.34 157.35 38.18 128.26 -81.44 515.12 0.00 -42.65 48.01 -22.67 23.33 -117.82 128.67 0.00 37.35 11.99 -32.02 2.24 9.62 25.67 0.00 -24.03 0.25 -14.95 -0.70 -70.31 -0.81 0.00 -265.81 -667.35 100.42 -425.39 -298.30 -1970.86 0.00 -104.04 -363.37 157.86 -318.53 97.07 -1229.88 0.00 -73.32 -264.29 39.05 -224.27 -61.82 -881.17 0.00 -36.01 -187.18 83.32 -157.35 85.32 -621.40 0.00 -38.20 -128.26 43.50 -100.71 9.56 -412.97 0.00 -17.82 -73.65 42.63 -48.01 44.75 -219.43 0.00 22.65 -23.33 -37.37 -11.99 -26.54 -63.71 0.00 32.00 -2.24 24.01 -0.25 101.03 -4.50 0.00 14.94 0.70 -0.02 0.00 26.91 1.26 -7.79 -13945.65 2208.51 6018.57 -177.52 -4620.47 1183.81 -7.79 -6018.57 177.52 -2639.01 3209.57 -4241.37 1659.35 -7.79 2978.91 629.10 2907.18 1510.18 2934.68 1066.60 -7.79 1401.20 2038.65 1446.83 2124.88 1156.87 1691.23 -7.79 544.20 686.86 -793.19 -1408.79 -76.46 -221.70 -7.78 -610.96 -1645.26 5347.44 9094.75 1169.80 1839.86 -7.78 -5347.44 -9094.75 -8170.25 -14834.69 -2422.69 -4288.72 -7.78 1115.39 -2041.63 5103.28 -9277.03 1255.73 -2285.57 -7.78 1115.39 2041.63 -315.32 -557.63 137.80 255.60 -7.78 315.32 557.63 414.65 785.90 88.03 162.02 -7.78 -414.65 -785.90 -63.73 -31.40 -95.25 -162.73 -7.78 63.73 31.40 -200.98 -750.75 -27.14 -142.23 -7.78 200.98 750.75 305.87 991.80 66.83 229.77 -7.78 -305.87 -991.80 -209.87 -295.75 -95.17 -237.59 -7.78 209.87 295.75 -695.53 -1776.31 -101.79 -310.30 -7.78 695.53 1776.31 1184.14 2675.29 217.84 515.90 201.29 6200.41 36734.41 2478.34 15838.96 5228.16 31670.71 632.48 -52.85 1341.94 5338.07 -2214.25 4994.44 -824.31 201.29 -8305.91 -11416.23 -6200.42 -36734.41 -8712.51 -28919.31 201.29 -2478.35 -15838.96 4155.73 6927.62 1010.47 -5368.28 201.29 -1151.40 -7138.29 1684.23 -1158.88 320.98 -4998.29 201.29 -676.55 -3416.66 1137.62 -1410.10 277.75 -2907.68 -19.70 -9.24 -616.46 -603.90 -840.34 -431.57 -1025.40 -19.70 -331.72 -636.43 -5402.87 2146.32 -4036.41 1062.77 31.74 339.17 320.37 272.26 154.03 607.68 471.49
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
222 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P -0.03 -654.31 D334P -0.01 -36.99 D335P 632.47 -52.85 D336P -7.78 -5103.28 D337P -7.78 793.19 D338P -7.79 -1446.83 D339P -7.79 -2907.18 D340P -7.79 2639.00 D341P 201.29 -4155.74 D342P 201.29 69.19 D343P 201.29 1121.75 D344P 201.29 -1684.24 D345P 201.29 -75.15 D346P 201.29 56.84 D347P 201.29 -1137.63 D348P 201.29 514.94 D349P -19.70 166.09 D350P -19.70 525.22 D351P -19.70 603.89 D352P -19.70 189.27 D353P -19.70 -12.63 D354P 31.75 -272.27 D355P 31.75 224.71 D356P -0.03 -192.84 D357P -0.02 -113.54 D358P -0.02 67.29 D359P -0.02 -49.26 D360P -0.01 -7.24 D361P -0.01 156.15 D362P -0.00 18.48 D363P -0.03 -8.84 D364P -0.02 -128.99 D365P -0.02 -145.95 D366P -0.02 -120.17 D367P -0.01 -47.59 D368P -0.01 -28.66 D369P -0.01 -64.24 D370P -0.00 -58.54 D371P -0.00 -2.89 D489P 744.90 -14495.73 D490P 744.91 -6120.26 D491P 744.92 3016.09 D492P 744.93 1403.05 D493P 744.95 659.73 D494P 744.97 -507.69 D495P 744.98 -4720.30 D496P 745.01 993.75 D497P 745.03 993.75 D498P 745.04 364.84 D499P 745.06 -453.34 D500P -508.21 93.99 D501P -1200.32 329.34
-372.14 0.22 -1341.94 9277.03 1408.79 -2124.89 -1510.18 -3209.57 -6927.62 -965.11 11684.13 1158.88 -3034.29 5459.66 1410.10 -2446.73 1111.62 -1005.96 840.34 -144.42 467.05 -154.02 539.63 86.50 -20.50 4.61 -1.23 -0.24 -0.19 -0.11 -142.82 33.00 -7.95 1.69 -0.51 -0.01 -0.22 -0.15 -0.06 -2878.98 -720.76 -497.59 -2013.76 -867.35 1637.00 8401.14 1929.26 -1929.26 -572.43 798.12 -126.70 -1000.17
8.82 142.82 -1164.22 28.64 0.01 -15.05 -2107.82 1432.96 -1020.90 -8170.24 14834.69 -1857.08 610.96 1645.26 414.89 -544.20 -686.86 -726.51 -1401.20 -2038.65 -2043.16 -2978.91 -629.10 -196.36 -69.19 965.11 -2545.14 -1121.76 -11684.13 -634.08 1151.39 7138.29 1369.37 75.14 3034.29 -969.33 -56.85 -5459.66 -79.52 676.54 3416.66 441.80 -514.95 2446.73 -995.53 -392.09 -2588.84 74.01 331.71 636.43 350.39 -166.11 -1111.62 252.77 -525.24 1005.96 55.36 9.22 616.46 139.72 -189.29 144.42 -142.12 -224.72 -539.62 -493.93 725.80 -196.97 944.67 128.97 -33.00 -115.20 145.93 7.95 58.42 120.15 -1.69 338.07 47.57 0.51 -3.04 64.22 0.21 102.77 58.52 0.15 387.18 2.87 0.06 38.51 192.83 -86.50 331.84 113.53 20.50 -27.88 -67.30 -4.61 -384.63 49.24 1.23 -127.92 36.97 -0.22 -19.15 7.22 0.24 -38.67 -156.17 0.19 -397.52 -18.50 0.11 -138.94 -0.02 -0.00 -5.24 6120.26 720.76 -4881.82 -3070.78 -2817.70 -4502.72 3327.19 -2248.10 3162.62 952.45 -1317.31 956.80 -458.58 844.18 61.77 4720.30 -8401.14 1040.42 -7407.24 14082.19 -2173.54 4637.40 8858.79 1137.09 -364.84 572.43 108.32 453.34 -798.12 98.67 -93.99 7.53 -108.97 -329.34 934.36 -46.53 450.75 -1252.50 102.86
17:07:07 03/17/10
-413.60 0.41 43.01 3373.44 902.38 -1025.98 -1682.96 -2217.51 -3591.87 -7620.02 11338.80 2526.00 -5116.84 5347.18 2323.39 -3033.48 1230.40 -1490.50 1299.56 332.25 430.40 -689.38 340.55 96.49 -22.65 5.27 -1.30 -0.05 -0.07 -0.10 -413.60 96.49 -22.65 5.27 -1.30 0.41 -0.05 -0.07 -0.10 -1257.96 -1733.50 -1368.94 -1353.09 -7.12 -1670.59 4029.55 2178.42 -233.69 -165.28 160.41 159.69 -297.03
Helman O. Mozo
Page
Job
223 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -1882.69 D503P -2038.39 D504P -3391.58 D505P 469.05 D506P 129.43 D507P 469.05 D508P 469.04 D509P 469.03 D510P 469.02 D511P -13.01 D512P -13.01 D513P 16.94 D514P 0.01 D515P 0.01 D516P 129.43 D517P 745.00 D518P 744.96 D519P 744.94 D520P 744.93 D521P 744.91 D522P 469.04 D523P 469.03 D524P 469.03 D525P 469.02 D526P 469.02 D527P 469.02 D528P 469.01 D529P 469.01 D530P -13.01 D531P -13.01 D532P -13.01 D533P -13.01 D534P -13.01 D535P 16.93 D536P 16.93 D537P 0.01 D538P 0.01 D539P 0.01 D540P 0.01 D541P 0.00 D542P 0.00 D543P 0.00 D544P 0.01 D545P 0.01 D546P 0.01 D547P 0.01 D548P 0.01 D549P 0.01 D550P 0.00 D551P 0.00 D552P 0.00 D670P 1156.09
-450.75 1187.62 -270.96 382.49 -133.17 289.72 270.96 -397.29 -812.18 2013.70 -113.43 338.77 812.18 -2142.36 1434.41 -3230.27 260.36 -622.64 6006.31 -36817.56 2563.16 -15838.15 5162.33 -31720.31 -430.06 -2260.29 7412.15 -484.83 6597.95 -2594.09 -8173.57 12326.49 -6006.31 36817.56 -8516.44 29515.95 -2563.16 15838.14 4047.05 -7009.14 893.91 5318.68 -1154.19 7171.01 1666.13 1125.43 308.40 4997.85 -641.98 3443.85 1003.98 1369.65 218.07 2899.70 -330.90 -734.68 -804.89 -818.99 -799.45 -1093.58 134.27 -3615.01 -4886.48 -5595.90 -3344.94 -6483.29 462.26 186.66 365.05 93.03 822.24 277.97 -355.72 505.90 218.08 722.99 -248.25 2216.42 -43.64 125.96 17.86 97.37 -46.50 402.79 -430.06 2260.28 -2705.22 -1219.16 -1481.39 491.92 -4637.41 -8858.79 -7407.24 -14082.19 -1685.15 -3209.64 458.58 -844.18 507.69 -1637.00 285.51 -733.12 -952.45 1317.31 -659.73 867.35 -588.27 797.16 -3327.19 2248.10 -1403.05 2013.76 -2243.22 2021.10 3070.78 2817.70 -3016.09 497.59 31.59 1915.17 -4047.05 7009.14 -35.97 -1021.86 -2459.65 3606.79 35.96 1021.86 -1041.12 11652.13 -605.52 7634.94 1041.11 -11652.13 1154.18 -7171.01 1322.47 -11339.24 -1666.14 -1125.43 109.41 -3057.99 -937.79 -2520.13 -109.42 3057.99 -11.25 5445.71 -72.69 5122.71 11.25 -5445.71 641.97 -3443.85 393.51 -5355.16 -1003.99 -1369.65 -112.53 -2404.45 -672.60 -2273.55 112.52 2404.45 -1111.91 2713.85 -602.04 3083.31 175.85 1342.79 -134.28 3615.01 29.26 3489.65 358.22 -936.83 -175.86 -1342.79 128.36 -1604.56 804.87 818.99 -358.23 936.83 314.38 1235.87 702.45 709.65 330.88 734.68 727.34 1016.62 -459.09 -194.66 -702.46 -709.65 -817.59 -636.52 -365.06 -93.04 -217.62 554.08 -579.10 458.21 217.61 -554.09 609.24 -104.84 821.77 -654.88 -130.62 470.19 115.29 410.12 -27.65 1587.73 -150.22 364.91 70.44 308.35 -143.88 1214.30 -41.01 260.98 36.71 216.98 -7.76 862.06 -82.82 185.73 37.99 155.06 -80.86 614.65 -42.65 70.20 -22.67 44.04 -117.81 206.05 37.35 25.59 -32.03 8.72 9.59 61.88 -24.00 5.22 -14.97 2.57 -70.29 14.04 -218.10 -722.99 130.60 -470.19 -157.81 -2152.02 -115.31 -410.12 150.20 -364.91 62.93 -1397.86 -70.46 -308.35 40.99 -260.98 -53.15 -1026.86 -36.72 -216.98 82.80 -185.73 83.10 -726.33 -38.00 -155.06 43.63 -125.96 10.14 -506.85 -17.88 -97.37 42.63 -70.20 44.64 -302.23 22.65 -44.04 -37.36 -25.59 -26.53 -125.59 32.01 -8.72 23.99 -5.22 101.00 -25.14 14.95 -2.57 -0.02 -0.00 26.93 -4.63 6860.26 -4242.59 -2647.78 975.20 2455.33 -1904.46
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
224 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
1156.10 1156.12 1156.14 1156.17 1156.21 1156.22 1156.27 1156.30 1156.32 1156.36 -1294.05 -2519.74 -3728.19 -3883.88 -3883.87 749.31 -97.04 749.32 749.30 749.27 749.25 65.59 65.61 -15.20 0.05 0.02 -97.04 1156.25 1156.19 1156.16 1156.13 1156.11 749.29 749.29 749.28 749.27 749.26 749.26 749.25 749.25 65.60 65.60 65.60 65.59 65.59 -15.20 -15.20 0.04 0.04 0.03 0.03 0.02
2647.78 -2378.93 -1899.22 65.54 -5205.09 7954.48 -917.15 -917.15 -623.31 679.18 24.24 -755.60 823.83 -255.88 -1084.58 -7283.84 -62.01 -1787.07 1579.23 414.14 92.59 56.39 -27.49 -236.91 -397.65 -20.34 -62.01 4939.36 2136.37 929.80 3096.04 -1205.26 1428.84 -1274.91 -3000.43 -58.44 -378.29 -1480.50 -767.29 361.70 27.14 614.38 519.12 111.51 187.34 210.63 -126.68 -150.93 -84.18 91.75 -30.57 7.30
-975.20 -484.60 -2347.19 262.17 -3880.45 11645.15 1968.04 -1968.04 -550.55 788.72 -141.96 -1115.39 1165.23 -373.73 -1985.93 16105.05 -1059.62 -7914.81 -8576.89 -4915.96 -2697.29 -528.91 -505.29 -505.91 -262.18 0.14 1059.61 -9027.83 812.97 2002.78 1041.94 3882.91 843.27 -3244.24 6573.25 2579.63 -3208.62 3918.75 1243.92 -1871.69 1063.60 -878.87 736.06 -127.90 522.39 192.00 -561.85 62.56 -14.72 3.25 -0.99 -0.13
1205.26 -3882.91 1887.62 -2380.01 -3096.03 -1041.94 -2729.70 -761.10 -929.80 -2002.78 -1149.15 -1766.96 -2136.37 -812.97 -635.93 -169.15 -7954.48 -11645.15 -3250.12 -3834.47 8282.88 14831.77 2910.12 4745.29 -4939.36 9027.83 -1182.60 2220.39 623.31 550.55 -50.61 -244.14 -679.18 -788.72 -157.07 -161.51 -24.24 -91.02 130.40 138.91 755.60 998.85 154.19 169.42 -823.83 -1280.13 -208.26 -315.86 255.88 358.93 199.23 281.24 1084.58 1985.93 173.68 337.89 -1670.43 -3115.51 -319.28 -591.22 -1579.23 8576.90 -5339.20 14868.64 -6178.06 560.98 -5896.75 -471.20 7283.84 -16105.05 3301.36 -14426.34 -1428.85 -843.27 90.59 -5674.80 58.43 -2579.63 284.68 -4515.42 767.28 -1243.92 517.99 -2374.22 -519.13 -736.06 -325.71 -890.38 -4768.44 3968.66 -3375.72 2437.77 -210.62 -192.01 -444.77 -693.62 91.34 99.81 -552.45 -292.85 44.27 -0.00 43.15 0.25 2109.56 -2977.72 967.45 -906.29 8282.88 -14831.77 1849.91 -3338.16 5205.09 3880.45 2169.19 1386.77 -65.54 -262.17 315.36 635.13 1899.22 2347.19 2368.90 1607.23 2378.93 484.60 678.00 2523.01 1274.91 3244.24 1628.77 2462.35 3000.42 -6573.25 1039.46 -5914.15 -414.14 4915.96 -2056.97 6921.21 378.28 3208.62 192.67 3486.90 1480.49 -3918.75 663.98 -4293.60 -92.59 2697.29 -947.65 3985.56 -361.71 1871.69 -680.12 1876.87 547.28 -3530.66 547.58 -3254.43 27.47 505.29 38.44 1104.29 -27.15 -1063.60 413.33 -1367.25 -614.39 878.87 -67.06 1136.70 -56.41 528.91 38.79 282.26 -111.52 127.90 53.37 457.72 126.69 561.84 335.24 749.20 -466.56 94.57 -589.59 -464.41 160.43 -23.92 17.13 69.69 174.40 5.73 162.71 -16.20 140.28 -1.13 418.51 3.83 65.22 0.43 62.51 -1.02 77.37 0.17 152.72 0.06
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
225 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00
165.10 21.79 -91.36 -160.45 -174.41 -140.30 -65.24 -44.28 -77.39 -63.29 -4.93
-0.20 -0.18 -99.81 23.92 -5.73 1.13 -0.43 0.00 -0.17 -0.19 -0.09
63.27 4.91 150.92 84.16 -91.77 30.55 20.32 -7.32 -165.12 -21.81 -0.02
0.19 0.09 -62.56 14.72 -3.25 0.99 -0.14 0.13 0.20 0.18 0.00
17:07:07 03/17/10
411.90 48.16 107.42 -137.59 -480.10 -197.95 -81.01 -93.07 -437.40 -153.49 -8.92
-0.01 -0.16 -292.85 69.69 -16.20 3.83 -1.02 0.25 0.06 -0.02 -0.16
Helman O. Mozo
Page
Job
226 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 5 "COMBO 1-5"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 6.828e-005 -0.0005993 -0.006872 0.2619 0.2461 0.0616 1.325 -1.326 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0005458 -940.4 63.22 0.0000 0.0000 0.0000 -3.522 -947.4 71.81 D4Z13P -0.0001692 -1000 113.8 0.0000 0.0000 0.0000 -0.0001692 -1007 127.1 D5Z19P -0.000996 -0.01679 -0.001044 0.1177 0.0940 1.4200 -6.341 -6.357 18.73 D6Z26P -0.0005911 -877.2 58.98 0.0000 0.0000 0.0000 -2.533 -883.1 85.26 D7Z31P -0.0008581 -1000 105 0.0000 0.0000 0.0000 -0.0008581 -1005 136.3 D8Z26P -0.0006037 -0.02294 -0.001031 0.1520 0.1211 1.7954 -5.833 -5.856 26.28 D9Z13P -0.0003096 -0.01674 -0.0004045 0.0676 0.0576 1.0247 -6.703 -6.72 13.34 D10Z31P -0.0008642 -0.02355 -0.001195 0.1215 0.1249 1.9274 -5.495 -5.518 31.32 D11Z36P -0.001088 -0.0238 -0.001369 0.1468 0.1196 1.8114 -5.159 -5.182 36.32 D12Z45P -0.001475 -0.03079 -0.0008015 0.1486 0.1082 1.6226 -4.605 -4.634 44.57 D13Z45P -0.001478 -923.2 62.07 0.0000 0.0000 0.0000 -2.385 -927.8 106.6 D14Z50P -0.001312 -1000 111.3 0.0000 0.0000 0.0000 -0.001312 -1004 161.7 D15Z55P -0.001188 -0.02844 -0.0008783 0.3004 0.0889 1.3679 -3.884 -3.912 55.28 D16Z68P -0.00195 -0.01638 -0.001537 -0.3771 0.0031 0.0185 3.029 -3.048 67.95 D17Z68P -0.0007584 -0.02187 -0.001097 -0.1658 0.0372 1.1120 -3.032 -3.053 67.95 D18Z55P -0.001539 -0.02327 -0.001138 0.2138 0.0068 0.0498 3.882 -3.906 55.28 D19Z75P -0.0004947 -0.006936 -0.002329 -0.0023 0.0086 0.0481 2.533 -2.541 75.35 D20Z75P -0.001858 -0.01354 -0.001717 -0.0808 0.1007 0.9323 -2.536 -2.547 75.35 D21Z81P -0.0007041 -0.001319 -0.003348 -0.0685 -0.0031 0.0483 2.132 -2.134 81.32 D22Z81P -0.00107 -0.004941 -0.002856 0.0297 0.0501 0.7913 -2.134 -2.137 81.32 D23Z86P -0.00114 -0.002365 -0.003805 0.0125 0.0250 0.6897 -1.828 -1.829 85.87 D24Z86P -2.111e-005 0.001075 -0.004319 -0.0066 0.0366 0.0528 1.827 -1.825 85.87 D25Z90P 0.0006571 0.001668 -0.005413 -0.0527 -0.0654 0.0589 1.577 -1.575 89.59 D26Z90P -0.001188 0.0001875 -0.005057 -0.0478 0.1296 0.6014 -1.578 -1.576 89.59 D27Z93P -6.881e-005 -0.0006794 -0.006671 0.2728 -0.2256 0.5180 -1.325 -1.326 93.33 D28Z50P -0.001321 -0.02964 -0.0008242 0.0166 0.1042 1.4991 -4.216 -4.244 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006772 -940.4 63.22 0.0000 0.0000 0.0000 3.522 -947.4 71.81 D31Z19P 0.0002652 -0.01311 -0.0009128 0.0121 -0.0029 0.0132 6.341 -6.354 18.73 D32Z26P -0.0008512 -877.2 58.98 0.0000 0.0000 0.0000 2.532 -883.1 85.26 D33Z26P -0.0008496 -0.01712 -0.001093 0.0210 -0.0039 0.0187 5.832 -5.85 26.28 D34Z13P -8.709e-005 -0.01326 -0.0003678 -0.0022 0.0088 0.0079 6.703 -6.716 13.34 D35Z31P -0.0008761 -0.0177 -0.001292 -0.0044 0.0023 0.0199 5.493 -5.512 31.32 D36Z36P -0.0008732 -0.01818 -0.001488 0.0236 0.0011 0.0251 5.157 -5.176 36.32 D37Z45P -0.0009855 -0.02507 -0.001013 0.0385 0.0005 0.0315 4.602 -4.628 44.57 D38Z45P -0.0009823 -923.2 62.07 0.0000 0.0000 0.0000 2.382 -927.8 106.6 D39Z50P -0.001302 -0.02417 -0.001066 -0.0841 -0.0032 0.0272 4.213 -4.239 50.35 D40Z113P 0.0003711 -0.1487 -0.01477 0.5561 -0.0123 0.2209 -1.325 -1.474 113.2 D41Z113P 0.0005325 -0.1494 -0.01478 0.5598 0.0096 0.0081 1.326 -1.474 113.2 D42Z110P 0.0004486 -0.1174 -0.01393 0.5129 0.0192 0.2704 -1.325 -1.442 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
227 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P 0.000689 D44Z107P 0.000465 D45Z107P 0.0005592 D46Z103P 0.0003621 D47Z103P 0.0005621 D48Z100P 0.0003098 D49Z100P 0.0004273 D50Z97P -0.0001954 D51Z97P 0.0006171 D52Z95P -0.005747 D53Z98P -0.001528 D54Z102P -0.001474 D55Z105P 0.0003211 D56Z108P -0.0002748 D57Z112P 0.0006404 D58Z115P -1.484e-005 D59Z95P 0.006008 D60Z98P 0.002129 D61Z102P 0.002313 D62Z105P 0.0006655 D63Z108P 0.001346 D64Z112P 0.0004482 D65Z115P 0.001185 D66Z117P 0.0008319 D67Z118P 0.0009147 D68Z118P 0.0004353 D69Z117P 0.0004236 D70Z119P 0.001042 D71Z119P 0.001015 D72Z121P 0.000716 D73Z121P 0.0008286 D74Z122P 0.0006692 D75Z122P 0.0007336 D76Z124P 0.0004472 D77Z124P 0.0004999 D78Z125P 0.0003828 D79Z125P 0.0004138 D80Z126P 0.0001673 D81Z126P 0.0002042 D82Z128P 0.0001684 D83Z128P -0.0001002 D84Z131P -0.0003703 D85Z131P -0.0004303 D86Z129P -3.37e-005 D87Z130P -0.0005486 D88Z130P 2.149e-005 D89Z129P -0.0002057 D90Z141P 5.073e-005 D91Z141P 5.115e-005 D92Z131P -0.0002405 D93Z132P -0.0003152 D94Z133P -0.0002062
-0.118 -0.08826 -0.08887 -0.06141 -0.06199 -0.03731 -0.03778 -0.01703 -0.01735 -0.01014 -0.02586 -0.04965 -0.07471 -0.1028 -0.1332 -0.1648 -0.01026 -0.02546 -0.05019 -0.07411 -0.1034 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2628 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198 -0.3606 -0.3595 -0.3321 -0.3465 -0.3455 -0.333 -0.5347 -0.5348 -0.3681 -0.3782 -0.3863
-0.01395 -0.01291 -0.01296 -0.01168 -0.01175 -0.01024 -0.01035 -0.008516 -0.008665 -0.007543 -0.009612 -0.01099 -0.01242 -0.01346 -0.01441 -0.01514 -0.007716 -0.009487 -0.01108 -0.01236 -0.01349 -0.01439 -0.01515 -0.01193 -0.01041 -0.01027 -0.01199 -0.01077 -0.0106 -0.01105 -0.01092 -0.01133 -0.01117 -0.01154 -0.01141 -0.01174 -0.01159 -0.01189 -0.01176 -0.01189 -0.01204 -0.008307 -0.008336 -0.01076 -0.009574 -0.009556 -0.01083 -0.009484 -0.009512 -0.008513 -0.008657 -0.008827
0.5115 0.4999 0.4999 0.4136 0.4146 0.4336 0.4361 0.2336 0.2373 0.2957 0.3604 0.4121 0.4672 0.5014 0.5452 0.5547 0.3076 0.3579 0.4141 0.4667 0.5001 0.5438 0.5272 0.5201 0.6100 0.5897 0.5475 0.7143 0.6992 0.7115 0.7065 0.7262 0.7181 0.7505 0.7436 0.7633 0.7539 0.7667 0.7624 0.7650 0.7740 0.8724 0.8552 0.7428 0.8090 0.7837 0.7855 1.0279 1.0349 0.9148 0.9276 0.9581
17:07:07 03/17/10
-0.0180 -0.0230 0.0243 0.0533 -0.0507 -0.0912 0.0952 0.2041 -0.1979 0.0026 0.0199 0.0105 0.0063 0.0005 -0.0020 0.0057 0.0017 -0.0143 -0.0073 -0.0047 0.0018 -0.0036 0.0198 -0.0355 0.0360 0.0072 0.0835 -0.0130 0.0124 -0.0069 -0.0100 -0.0048 -0.0058 -0.0064 -0.0068 -0.0040 -0.0058 -0.0117 -0.0059 -0.0000 -0.0074 0.0145 0.0126 -0.0045 0.0191 -0.0210 0.0099 0.0023 0.0022 0.0090 -0.0005 0.0022
0.0170 0.3199 0.0259 0.3694 0.0348 0.4189 0.0437 0.4684 0.0526 0.4931 0.0482 0.3941 0.0304 0.2951 0.0125 0.1961 0.0571 0.4436 0.0393 0.3446 0.0214 0.2456 0.0036 0.0046 0.1862 0.0057 0.1867 0.1838 0.0043 0.1815 0.0030 0.1792 0.0016 0.1768 0.0002 0.1745 -0.0012 0.1721 -0.0026 -0.0040 0.1698 0.1678 0.0148 -0.0027 0.1706 0.0072 0.1704 0.1678 0.0148 0.0148 0.1678 0.0148
1.326 -1.325 1.326 -1.325 1.326 -1.325 1.325 -1.325 1.326 -1.331 1.323 -1.326 1.325 -1.325 1.326 -1.325 1.331 -1.323 1.327 -1.324 1.326 -1.325 1.326 0.9025 -0.6891 0.6904 -0.9012 -0.689 0.691 -0.6893 0.6908 -0.6893 0.6907 -0.6896 0.6905 -0.6896 0.6904 -0.6898 0.6902 0.6902 -0.6901 -0.3504 0.3496 0.5766 -0.4639 0.4634 -0.5769 -0.3499 0.3501 0.3498 -0.3503 0.3498
-1.443 -1.413 -1.414 -1.386 -1.387 -1.362 -1.363 -1.342 -1.342 -1.335 -1.351 -1.375 -1.4 -1.428 -1.458 -1.49 -1.335 -1.35 -1.375 -1.399 -1.428 -1.458 -1.49 -1.085 -0.8823 -0.8833 -1.084 -0.8992 -0.8997 -0.9168 -0.9171 -0.9346 -0.9348 -0.9529 -0.9528 -0.9718 -0.9715 -0.9907 -0.9902 -1.009 -1.01 -0.7106 -0.7095 -0.9087 -0.8098 -0.8088 -0.9096 -0.8847 -0.8848 -0.7181 -0.7282 -0.7363
109.9 106.6 106.6 103.3 103.3 99.97 99.97 96.65 96.65 94.99 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.31 101.6 104.9 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
228 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
-0.0002703 -0.3966 -0.0001829 -0.4052 -0.0002229 -0.4157 -0.0001548 -0.4247 -0.0001766 -0.4351 -0.0001212 -0.4444 -0.0001305 -0.4549 -8.705e-005 -0.4644 -8.453e-005 -0.4748 -5.239e-005 -0.4846 -3.902e-005 -0.4949 -1.447e-005 -0.5048 5.998e-006 -0.5148 2.929e-005 -0.5248 0.002387 0.002399 -0.002202 -0.001823 -0.001105 -0.004324 -0.0009895 -0.007646 -0.003895 -0.02057 -0.001253 -0.06191 -0.000671 -0.01118 0.0005375 -0.01406 -0.0002722 -0.3771 -0.0002405 -0.3957 -0.0002012 -0.4149 -0.0001611 -0.4345 -0.0001198 -0.4544 -7.842e-005 -0.4745 -3.654e-005 -0.4947 6.805e-006 -0.5148 -0.00231 0.003043 0.001212 0.0009561 -0.0007093 0.0004692 -0.000391 -0.005018 -0.001038 -0.006243 -0.0009421 -0.05906 0 0 0.0001562 -0.0004127 -940.3 -0.01115 -188.3 -0.0115 -877.2 -0.01709 -192.8 -0.01762 -923.2 -0.02503 -190.8 -0.02412 0.001355 -0.01653 0.0009979 -0.02271 0.0003405 -0.0067 6.255e-005 -0.001631 0.0002459 0.001132 -0.001248 0.00123 940.3 -0.01287 -0.0005954 -0.01307
-0.008934 -0.009067 -0.009138 -0.009241 -0.009282 -0.009363 -0.009385 -0.009447 -0.009449 -0.009493 -0.009478 -0.009509 -0.009483 -0.009512 -0.006315 -0.004353 -0.003318 -0.002449 -0.001051 0.001504 -0.0001087 -9.73e-005 -0.008689 -0.008965 -0.009169 -0.009312 -0.009415 -0.009479 -0.009507 -0.009511 -0.00656 -0.004819 -0.003931 -0.002794 -0.002299 0.001346 0 0.002154 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 -0.003419 -0.003458 -0.002644 -0.001679 -0.0005802 0.000505 63.22 -0.00114
0.9703 0.9960 0.9962 1.0103 1.0132 1.0288 1.0271 1.0397 1.0349 1.0459 1.0333 1.0360 1.0289 1.0361 0.0320 0.0085 0.0100 -0.0213 0.0506 -0.0658 0.0635 0.1250 0.9430 0.9781 1.0046 1.0195 1.0350 1.0444 1.0413 1.0354 0.0058 -0.0084 -0.0310 -0.0726 -0.0070 -0.1254 0.0000 0.1179 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3717 0.2150 -0.0083 -0.0396 -0.0202 -0.0276 0.0000 0.0635
17:07:07 03/17/10
0.0031 0.1678 0.0026 0.0148 0.0023 0.1678 0.0025 0.0148 0.0024 0.1678 0.0025 0.0148 0.0024 0.1678 0.0024 0.0148 0.0024 0.1678 0.0024 0.0148 0.0023 0.1678 0.0023 0.0148 0.0023 0.1678 0.0023 0.0148 0.0909 0.5520 0.0322 0.6437 0.0555 0.7360 0.0594 0.8567 0.0635 1.0032 0.0977 1.2287 0.0019 0.0097 0.0403 0.6541 0.0000 0.0148 0.0007 0.0148 0.0010 0.0148 0.0014 0.0148 0.0015 0.0148 0.0015 0.0148 0.0018 0.0148 0.0022 0.0148 -0.0396 0.0625 0.0224 0.0549 0.0101 0.0516 -0.0011 0.0462 0.0174 0.0450 -0.0047 0.0323 0.0000 0.0000 -0.0974 0.0270 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0008 -0.0064 -0.0068 0.0292 -0.0057 0.0198 0.0024 0.0198 -0.0251 0.0206 0.0342 0.0251 0.0000 0.0000 -0.0018 0.0065
-0.3503 -0.7466 133.1 0.3498 -0.7552 133.7 -0.3502 -0.7657 134.2 0.3498 -0.7747 134.8 -0.3502 -0.7851 135.3 0.3499 -0.7944 135.9 -0.3501 -0.8049 136.4 0.3499 -0.8144 137 -0.3501 -0.8248 137.5 0.3499 -0.8346 138.1 -0.35 -0.8449 138.6 0.35 -0.8548 139.2 -0.35 -0.8648 139.8 0.35 -0.8748 140.3 -1.437 -1.437 91.62 -1.695 -1.694 87.87 -1.969 -1.972 83.77 -2.317 -2.324 78.59 -2.764 -2.781 71.98 -3.406 -3.467 62.4 7.022 -7.034 8.59 -7.022 -7.037 8.59 0.3497 -0.7271 132 0.3498 -0.7457 133.1 0.3498 -0.7649 134.2 0.3498 -0.7845 135.3 0.3499 -0.8044 136.4 0.3499 -0.8245 137.5 0.35 -0.8447 138.6 0.35 -0.8648 139.8 1.438 -1.437 91.62 1.694 -1.691 87.87 1.967 -1.967 83.77 2.315 -2.321 78.59 2.759 -2.767 71.98 3.404 -3.464 62.4 1.325 1.457e-011 93.33 1.325 1.325 93.34 -933.3 -3.534 -54.63 -181.6 -0.0115 0.6774 -871.4 -2.55 -32.69 -187.3 -0.01762 18.35 -918.6 -2.408 -17.49 -186.6 -0.02412 37.53 3.033 3.015 67.95 3.884 3.86 55.28 2.534 2.527 75.35 2.133 2.131 81.32 1.827 1.828 85.87 1.575 1.578 89.6 947.4 3.51 71.81 7.022 7.009 8.589
Helman O. Mozo
Page
Job
229 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P 0 D154Z19P 9.618e-005 D155Z26P 877.2 D156Z26P -0.0003791 D157Z13P -0.0003559 D158Z31P 0.0001153 D159Z36P 0.0004443 D160Z45P -0.0005711 D161Z45P 923.2 D162Z50P 0.0004702 D163Z113P -0.0004036 D164Z110P -0.0004637 D165Z107P -0.0004201 D166Z103P -0.0004189 D167Z100P -0.00041 D168Z97P -0.0003908 D169Z98P -5.187e-005 D170Z105P -0.0005477 D171Z112P -0.0004991 D172Z95P -0.002418 D173Z102P -0.001282 D174Z108P -0.0009057 D175Z115P -0.0008249 D176Z117P -0.0005719 D177Z118P -0.0001777 D178Z119P 2.336e-005 D179Z121P -3.919e-005 D180Z122P 0.0001156 D181Z124P 0.0001085 D182Z125P 0.0002346 D183Z126P 0.0002263 D184Z128P 0.0001635 D185Z131P 0.0006301 D186Z129P 0.0003101 D187Z130P 0.000235 D188Z141P -0.0003185 D189Z131P 0.000628 D190Z133P 0.0004731 D191Z134P 0.0003791 D192Z135P 0.0002704 D193Z136P 0.0001646 D194Z137P 5.769e-005 D195Z138P -4.924e-005 D196Z139P -0.0001566 D197Z140P -0.0002645 D198Z132P 0.0005374 D199Z133P 0.0004293 D200Z134P 0.0003241 D201Z135P 0.0002177 D202Z136P 0.0001111 D203Z138P 4.265e-006 D204Z139P -0.0001029
0 -0.01229 -0.01768 -0.01772 -0.01389 -0.01777 -0.0179 -0.02603 -0.026 -0.02421 -0.1494 -0.1179 -0.08887 -0.06197 -0.03782 -0.01724 -0.0281 -0.07542 -0.1334 -0.006154 -0.04873 -0.1029 -0.1651 -0.1835 -0.1932 -0.2098 -0.2272 -0.2448 -0.2629 -0.2815 -0.3002 -0.3191 -0.3594 -0.3321 -0.3454 -0.5348 -0.3682 -0.3863 -0.4052 -0.4246 -0.4444 -0.4644 -0.4846 -0.5048 -0.5248 -0.3771 -0.3957 -0.4149 -0.4345 -0.4544 -0.4745 -0.4947
0 0.0000 0.0000 0.0000 -0.001153 0.0120 -0.0004 0.0059 58.97 0.0000 0.0000 0.0000 -0.001859 0.0261 -0.0002 0.0090 -0.001288 -0.0240 0.0058 0.0024 -0.002022 -0.0129 0.0070 0.0082 -0.002152 0.0289 -0.0041 0.0116 -0.003256 0.0397 0.0003 0.0149 62.06 0.0000 0.0000 0.0000 -0.00339 -0.0946 0.0123 0.0083 0.009068 0.5504 -0.0066 -0.0569 0.008376 0.5286 0.0107 -0.0429 0.007524 0.4691 -0.0081 -0.0289 0.006496 0.4697 0.0188 -0.0149 0.005269 0.3423 -0.0299 -0.0010 0.003822 0.4051 0.0639 0.0130 0.004603 0.3460 -0.0087 0.0060 0.007056 0.4619 -0.0026 -0.0219 0.008759 0.5436 0.0006 -0.0499 0.003043 0.3043 -0.0056 0.0200 0.005938 0.4221 0.0025 -0.0079 0.007995 0.5028 -0.0017 -0.0359 0.009379 0.5384 -0.0076 -0.0639 0.006026 0.5372 0.0476 -0.0792 0.004357 0.5953 0.0233 -0.0855 0.004683 0.7041 -0.0021 -0.0847 0.004929 0.7033 0.0024 -0.0840 0.005179 0.7176 0.0034 -0.0833 0.005361 0.7423 0.0018 -0.0825 0.005544 0.7550 0.0038 -0.0818 0.005674 0.7591 -0.0031 -0.0811 0.005805 0.7621 0.0000 -0.0803 0.002117 0.8679 0.0094 -0.0874 0.004607 0.7635 0.0139 -0.0853 0.003374 0.7869 0.0258 -0.0880 0.003136 1.0359 -0.0056 -0.0873 0.002293 0.9188 -0.0071 -0.0874 0.002576 0.9596 -0.0051 -0.0874 0.002786 0.9980 -0.0056 -0.0874 0.00293 1.0081 -0.0055 -0.0874 0.003035 1.0285 -0.0055 -0.0874 0.003102 1.0400 -0.0055 -0.0874 0.003134 1.0482 -0.0055 -0.0873 0.003136 1.0337 -0.0056 -0.0873 0.003137 1.0356 -0.0056 -0.0873 0.002434 0.9351 -0.0089 -0.0874 0.002681 0.9782 -0.0047 -0.0874 0.002857 1.0043 -0.0057 -0.0874 0.002982 1.0212 -0.0055 -0.0874 0.003068 1.0350 -0.0055 -0.0874 0.003118 1.0428 -0.0055 -0.0873 0.003134 1.0415 -0.0055 -0.0873
17:07:07 03/17/10
7.6 6.341 883.1 5.832 6.703 5.494 5.159 4.603 927.8 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.324 1.325 1.323 1.324 1.324 1.324 0.9011 0.6898 0.69 0.69 0.6901 0.6901 0.6902 0.6902 0.6902 0.3506 0.577 0.4636 0.3497 0.3506 0.3505 0.3504 0.3503 0.3502 0.3501 0.35 0.3498 0.3497 0.3505 0.3504 0.3503 0.3502 0.3501 0.35 0.3499
7.6 6.328 2.515 5.815 6.689 5.477 5.14 4.577 2.357 4.19 1.176 1.207 1.236 1.263 1.287 1.308 1.297 1.25 1.192 1.319 1.276 1.222 1.16 0.7181 0.4968 0.4802 0.4628 0.4452 0.4271 0.4085 0.3898 0.3709 -0.009439 0.2446 0.1179 -0.1848 -0.01816 -0.03628 -0.05522 -0.07464 -0.09439 -0.1144 -0.1346 -0.1548 -0.1748 -0.02711 -0.04567 -0.06494 -0.08448 -0.1044 -0.1245 -0.1447
0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P -0.0002105 -0.5148 0.003136 1.0369 -0.0056 -0.0873 D206Z92P 0.0006299 0.001488 0.001552 0.0160 0.0412 0.0290 D207Z88P -0.001196 0.0007198 -7.292e-005 0.0025 -0.0337 0.0221 D208Z84P 0.0002139 -0.0006592 -0.001119 -0.0437 0.0083 0.0206 D209Z79P -8.038e-005 -0.004709 -0.002191 -0.0664 -0.0031 0.0169 D210Z72P 0.0004779 -0.006571 -0.002712 -0.0099 -0.0101 0.0184 D211Z62P 4.462e-005 -0.05909 -0.006204 -0.1205 0.0070 0.0095 D212Z93P 0 0 0 0.0000 0.0000 0.0000 D213Z93P -0.0001727 -0.0004868 0.001981 0.1113 0.0856 0.2881 D214Z9P -0.0005833 -940.4 -63.22 0.0000 0.0000 0.0000 D215Z13P -0.000104 -1000 -139.1 0.0000 0.0000 0.0000 D216Z26P -0.0003738 -877.2 -58.98 0.0000 0.0000 0.0000 D217Z31P 0.0001672 -1000 -130.9 0.0000 0.0000 0.0000 D218Z45P -0.0005711 -923.2 -62.07 0.0000 0.0000 0.0000 D219Z50P 0.0005139 -1000 -137 0.0000 0.0000 0.0000 D220Z68P 0.0002261 -0.02237 -0.003772 -0.3085 -0.0353 0.6840 D221Z55P 0.0002006 -0.02817 -0.003704 0.2569 -0.0548 0.8322 D222Z75P 0.001247 -0.01135 -0.003064 0.0264 -0.0359 0.5518 D223Z81P 0.001218 -0.006488 -0.002207 -0.0237 -0.0394 0.4666 D224Z86P 0.0005892 -0.001399 -0.0009804 -0.0128 -0.0086 0.4006 D225Z90P 0.001642 -0.0005603 0.0001535 -0.0190 -0.0697 0.3418 D226Z9P 0.0002434 -940.4 -63.22 0.0000 0.0000 0.0000 D227Z9P 0.0002438 -0.01581 -0.001228 0.1177 -0.0370 0.5702 D228Z0P 0 0 0 0.0000 0.0000 0.0000 D229Z19P -0.000134 -0.01584 -0.001195 0.0859 -0.0622 0.9661 D230Z26P 0.0005879 -877.2 -58.98 0.0000 0.0000 0.0000 D231Z26P 0.0005975 -0.02326 -0.002077 0.1137 -0.0758 1.1441 D232Z13P 9.505e-005 -0.01722 -0.001371 0.0289 -0.0557 0.7679 D233Z31P 0.0002102 -0.02355 -0.002269 0.0658 -0.0861 1.1978 D234Z36P 4.045e-005 -0.0235 -0.002386 0.1039 -0.0700 1.1223 D235Z45P 0.001402 -0.03153 -0.003495 0.1062 -0.0668 1.0001 D236Z45P 0.001402 -923.2 -62.07 0.0000 0.0000 0.0000 D237Z50P 0.0005584 -0.02968 -0.003633 -0.0275 -0.0714 0.9232 D238Z113P -0.0002615 -0.1488 0.00908 0.5533 0.0080 0.1101 D239Z110P -0.0002813 -0.1174 0.008378 0.5299 -0.0102 0.1398 D240Z107P -0.0003269 -0.08826 0.007508 0.4691 0.0079 0.1695 D241Z103P -0.0002814 -0.06138 0.006452 0.4687 -0.0202 0.1991 D242Z100P -0.0001685 -0.03734 0.00519 0.3394 0.0270 0.2288 D243Z97P 5.479e-005 -0.01693 0.0037 0.4011 -0.0690 0.2584 D244Z98P -0.0004237 -0.02771 0.004504 0.3435 0.0044 0.2436 D245Z105P -0.0001852 -0.07481 0.007028 0.4613 0.0018 0.1843 D246Z112P -0.0002179 -0.1328 0.008768 0.5414 0.0010 0.1250 D247Z95P 0.002218 -0.006013 0.002897 0.2969 0.0015 0.2733 D248Z102P 0.0006323 -0.04819 0.005878 0.4202 -0.0045 0.2140 D249Z108P 0.0001559 -0.1023 0.00799 0.5041 0.0017 0.1546 D250Z115P 0.000153 -0.1646 0.009394 0.5383 0.0051 0.0953 D251Z117P -0.000215 -0.1828 0.006129 0.5342 -0.0552 0.0797 D252Z118P -0.0005901 -0.1925 0.004441 0.6032 -0.0007 0.0747 D253Z119P 2.426e-005 -0.2091 0.004727 0.7076 0.0199 0.0751 D254Z121P 6.074e-005 -0.2268 0.005017 0.7150 -0.0011 0.0756 D255Z122P 0.0001692 -0.2446 0.005229 0.7268 0.0026 0.0760 D256Z124P 0.0001529 -0.2629 0.005443 0.7518 0.0015 0.0764
17:07:07 03/17/10
0.3498 1.44 1.691 1.968 2.316 2.761 3.405 1.9e-015 -1.325 3.522 -0.000104 2.532 0.0001672 2.383 0.0005139 -3.031 -3.883 -2.533 -2.131 -1.826 -1.575 -3.522 -7.022 -7.6 -6.341 -2.532 -5.832 -6.703 -5.494 -5.158 -4.602 -2.382 -4.214 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.323 -1.324 -1.325 -1.325 -0.9019 -0.6906 -0.69 -0.6899 -0.6898 -0.6898
-0.1648 1.441 1.693 1.967 2.311 2.754 3.346 1.325 1.325 -933.3 -993.3 -871.4 -994.5 -918.6 -995.8 3.009 3.855 2.522 2.126 1.825 1.576 -933.3 7.007 7.6 6.325 -871.4 5.81 6.686 5.471 5.135 4.572 -918.6 4.185 1.176 1.208 1.237 1.264 1.288 1.308 1.297 1.25 1.192 1.319 1.277 1.223 1.16 0.7189 0.4975 0.4809 0.4632 0.4454 0.4271
139.8 91.63 87.87 83.77 78.59 71.98 62.39 93.33 93.34 -54.63 -125.8 -32.69 -99.6 -17.5 -86.61 67.95 55.28 75.35 81.32 85.87 89.6 -54.63 8.589 0 18.73 -32.69 26.28 13.34 31.32 36.32 44.57 -17.5 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P 0.00026 D258Z126P 0.0002581 D259Z128P 0.0004012 D260Z131P 0.0005727 D261Z129P 0.0004586 D262Z130P 0.0007497 D263Z141P -0.0003189 D264Z131P 0.0006775 D265Z133P 0.0005595 D266Z134P 0.0004306 D267Z135P 0.0003091 D268Z136P 0.0001905 D269Z137P 7.252e-005 D270Z138P -4.498e-005 D271Z139P -0.0001566 D272Z140P -0.000265 D273Z132P 0.000575 D274Z133P 0.0004547 D275Z134P 0.0003421 D276Z135P 0.0002302 D277Z136P 0.000119 D278Z138P 7.837e-006 D279Z139P -0.0001022 D280Z140P -0.0002108 D281Z92P -0.0006301 D282Z88P 0.001839 D283Z84P 0.0008356 D284Z79P 0.001518 D285Z72P 0.0013 D286Z62P 0.000426 D287Z93P 0 D288Z9P -940.3 D289Z13P 188.3 D290Z26P -877.2 D291Z31P 192.8 D292Z45P -923.2 D293Z50P 190.8 D294Z9P 940.3 D295Z26P 877.2 D296Z45P 923.2 D297Z131P -0.0003065 D298Z133P -0.0003014 D299Z134P -0.0002446 D300Z135P -0.0002002 D301Z136P -0.0001534 D302Z137P -0.0001075 D303Z138P -6.17e-005 D304Z139P -1.646e-005 D305Z140P 2.838e-005
-0.2818 -0.3007 -0.3199 -0.3607 -0.3329 -0.3465 -0.5347 -0.3693 -0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248 -0.3782 -0.3966 -0.4157 -0.4351 -0.4548 -0.4748 -0.4949 -0.5148 0.0005412 -0.001383 -0.004288 -0.009669 -0.01206 -0.06203 0 -0.01567 -0.01453 -0.02319 -0.02327 -0.03149 -0.02959 -0.01403 -0.02281 -0.03076 -0.3693 -0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
0.005593 0.7626 0.0023 0.005748 0.7694 0.0021 0.005857 0.7755 0.0065 0.002049 0.8633 0.0070 0.004643 0.7625 0.0007 0.003353 0.8056 -0.0111 0.003068 1.0270 -0.0056 0.00221 0.9049 0.0003 0.002493 0.9508 -0.0057 0.002704 0.9880 -0.0053 0.002854 1.0025 -0.0054 0.002959 1.0209 -0.0054 0.003027 1.0319 -0.0055 0.003059 1.0380 -0.0055 0.003067 1.0281 -0.0055 0.003068 1.0282 -0.0056 0.00237 0.9314 -0.0076 0.002616 0.9712 -0.0072 0.002792 0.9965 -0.0067 0.002916 1.0116 -0.0064 0.003002 1.0271 -0.0064 0.003051 1.0365 -0.0063 0.003067 1.0334 -0.0059 0.003068 1.0275 -0.0056 0.001303 0.0098 -0.0721 -0.000448 0.0211 0.0011 -0.001581 -0.0478 -0.0447 -0.002684 -0.0237 -0.0346 -0.003135 0.0140 -0.0335 -0.006264 -0.0591 -0.0540 0 0.0000 0.0000 63.22 0.0000 0.0000 -12.66 0.0000 0.0000 58.97 0.0000 0.0000 -12.97 0.0000 0.0000 62.06 0.0000 0.0000 -12.83 0.0000 0.0000 -63.22 0.0000 0.0000 -58.98 0.0000 0.0000 -62.07 0.0000 0.0000 -0.0085 0.9098 0.0009 -0.008814 0.9516 0.0028 -0.009053 0.9902 0.0023 -0.009221 1.0002 0.0024 -0.009343 1.0206 0.0024 -0.009426 1.0321 0.0024 -0.009472 1.0404 0.0024 -0.009482 1.0258 0.0023 -0.009484 1.0277 0.0023
Joint Support Reactions for Load Case "COMBO 1-5":
17:07:07 03/17/10
0.0769 0.0773 0.0777 0.0581 0.0753 0.0659 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.3096 0.3694 0.4316 0.5073 0.6027 0.7482 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678
-0.6897 0.4082 125.1 -0.6897 0.3893 126.5 -0.6896 0.3701 127.9 -0.3494 -0.01072 130.9 -0.5762 0.2438 128.9 -0.4626 0.1169 129.9 -0.3503 -0.1847 140.9 -0.3493 -0.0193 131.4 -0.3494 -0.0373 132.6 -0.3496 -0.05608 133.7 -0.3497 -0.07536 134.8 -0.3498 -0.09494 135.9 -0.3499 -0.1148 137 -0.35 -0.1349 138.1 -0.3502 -0.1549 139.2 -0.3503 -0.1748 140.3 -0.3494 -0.02819 132 -0.3495 -0.04659 133.1 -0.3497 -0.06569 134.2 -0.3498 -0.0851 135.3 -0.3499 -0.1048 136.4 -0.35 -0.1248 137.5 -0.3501 -0.1449 138.7 -0.3502 -0.1648 139.8 -1.44 1.44 91.63 -1.69 1.691 87.87 -1.967 1.963 83.77 -2.314 2.306 78.59 -2.759 2.748 71.98 -3.404 3.343 62.39 -1.325 1.457e-011 93.33 -947.4 3.507 71.81 181.6 -0.01453 0.6774 -883.1 2.51 85.26 187.3 -0.02327 18.35 -927.8 2.352 106.6 186.6 -0.02959 37.52 933.3 -3.537 -54.63 871.4 -2.556 -32.69 918.6 -2.414 -17.49 -0.3503 -0.7193 131.4 -0.3503 -0.7373 132.5 -0.3502 -0.7561 133.7 -0.3502 -0.7754 134.8 -0.3502 -0.7949 135.9 -0.3501 -0.8148 137 -0.3501 -0.8349 138.1 -0.35 -0.8549 139.2 -0.35 -0.8748 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -0.90 0.0 0.58 0.0 198.67 0.0 0.0 198.67 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 20.33 0.0 53.06 0.0 231.85 0.0 0.0 238.71 0.0 -3.35 0.0 -1.5 0.0 -3.58 0.0 0.0 D29Z0P -16.35 0.0 42.86 0.0 187.27 0.0 0.0 192.81 0.0 -2.47 0.0 1.0 0.0 -0.27 0.0 0.0 D137Z93P -0.00 0.0 150.84 0.0 47.96 0.0 0.0 158.28 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 0.95 0.0 28.33 0.0 -25.43 0.0 0.0 38.08 0.0 -2.95 0.0 -0.8 0.0 -0.26 0.0 0.0 D212Z93P 1.78 0.0 0.58 0.0 -74.40 0.0 0.0 74.42 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -2.18 0.0 36.62 0.0 -49.94 0.0 0.0 61.96 0.0 -3.80 0.0 1.3 0.0 -3.07 0.0 0.0 D287Z93P -0.00 0.0 167.38 0.0 46.46 0.0 0.0 173.71 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.5807 -0.8658 0.8982 -0.0000 -197.8012 0.0000 0.0000 0.0000 D1Z93P 0.0000 -1.2532 -1.8622 0.0000 1.2532 1.8621 0.0001 -0.0006 -0.0069 D2Z0P 0.0000 -1.8892 -2.8141 -20.3306 -51.1662 -229.0329 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.8892 -2.8141 0.0000 0.9488 2.8773 0.0005 -940.3600 63.2204 D4Z13P 0.0000 -1.8892 -2.8141 -0.0000 0.1968 2.9278 -0.0002 -1000.0000 113.7786 D5Z19P -0.5646 -6.8774 -8.6372 0.5646 6.8774 8.6372 -0.0010 -0.0168 -0.0010 D6Z26P 0.0000 -1.7624 -2.8810 -0.0000 0.8852 2.9400 -0.0006 -877.2480 58.9756 D7Z31P 0.0000 -1.7624 -2.8810 -0.0000 0.2008 2.9860 -0.0009 -1000.0000 104.9885 D8Z26P -0.5727 -5.0342 -5.8231 0.5727 5.0342 5.8231 -0.0006 -0.0229 -0.0010 D9Z13P -0.1455 -2.7205 -4.3117 0.1455 2.7205 4.3117 -0.0003 -0.0167 -0.0004 D10Z31P -0.9159 -6.9952 -7.6810 0.9159 6.9951 7.6810 -0.0009 -0.0236 -0.0012 D11Z36P 0.0000 -5.0732 -6.1519 -0.0000 5.0731 6.1519 -0.0011 -0.0238 -0.0014 D12Z45P 0.0000 -1.8548 -2.8509 -0.0000 1.8547 2.8509 -0.0015 -0.0308 -0.0008 D13Z45P 0.0000 -1.8548 -2.8509 -0.0000 0.9315 2.9129 -0.0015 -923.2266 62.0665 D14Z50P 0.0000 -1.8548 -2.8509 -0.0000 0.1991 2.9622 -0.0013 -1000.0000 111.3057 D15Z55P 0.0000 -4.4539 -6.8412 -0.0000 4.4539 6.8412 -0.0012 -0.0284 -0.0009 D16Z68P 0.0000 -9.9102 -6.3306 -0.0000 9.9102 6.3306 -0.0020 -0.0164 -0.0015 D17Z68P 0.0000 -9.9102 -6.3306 -0.0000 9.9102 6.3306 -0.0008 -0.0219 -0.0011 D18Z55P 0.0000 -10.1865 -7.2972 -0.0000 10.1865 7.2972 -0.0015 -0.0233 -0.0011 D19Z75P 0.0000 -2.4632 -3.4757 -0.0000 2.4632 3.4757 -0.0005 -0.0069 -0.0023 D20Z75P 0.0000 -8.5800 -3.9317 -0.0000 8.5799 3.9317 -0.0019 -0.0135 -0.0017 D21Z81P 0.0000 -2.0041 -2.8153 -0.0000 2.0041 2.8153 -0.0007 -0.0013 -0.0033 D22Z81P 0.0000 -2.0041 -2.8153 -0.0000 2.0041 2.8153 -0.0011 -0.0049 -0.0029 D23Z86P 0.0000 -1.5665 -2.2294 -0.0000 1.5665 2.2294 -0.0011 -0.0024 -0.0038 D24Z86P 0.0000 -1.5665 -2.2294 -0.0000 1.5665 2.2294 -0.0000 0.0011 -0.0043 D25Z90P 0.0000 -1.3723 -2.0018 0.0000 1.3724 2.0018 0.0007 0.0017 -0.0054 D26Z90P 0.0000 -1.3723 -2.0018 -0.0000 1.3723 2.0018 -0.0012 0.0002 -0.0051 D27Z93P 0.0000 -1.2532 -1.8622 -0.0000 1.2532 1.8622 -0.0001 -0.0007 -0.0067 D28Z50P 0.0000 -1.8548 -2.8509 -0.0000 1.8547 2.8509 -0.0013 -0.0296 -0.0008 D29Z0P 0.0000 -1.8892 -2.8141 16.3515 -40.9742 -184.4570 0.0000 0.0000 0.0000 D30Z9P 0.0000 -1.8892 -2.8141 -0.0000 0.9488 2.8773 -0.0007 -940.3585 63.2204 D31Z19P 0.0000 -3.6516 -5.6951 0.0000 3.6516 5.6951 0.0003 -0.0131 -0.0009
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
233 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
234 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
235 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
1.7624 1.8547 1.8547 9.9102 4.4539 2.4632 2.0041 1.5665 1.3723 1.8892 7.4512 -26.4397 3.6516 1.7624 1.7624 1.8892 1.7624 3.6172 1.8547 1.8547 1.8547 0.6491 0.6451 0.6682 0.6638 0.6324 0.5807 1.2131 3.1413 1.2944 0.5807 1.2963 1.3134 1.2388 0.5895 0.8745 0.5706 3.6159 0.5734 0.5666 3.6261 0.5612 0.5241 0.3338 0.2430 0.2430 0.0972 0.0904 0.0906 0.0907 0.0909 0.0910
2.8681 -192.8239 2.7888 -923.1984 2.8380 -190.8036 6.3306 0.0014 6.8412 0.0010 3.4756 0.0003 2.8153 0.0001 2.2294 0.0002 2.0018 -0.0012 2.8773 940.3465 3.2701 -0.0006 28.2445 0.0000 5.6951 0.0001 2.9400 877.2272 2.8810 -0.0004 2.8141 -0.0004 2.8810 0.0001 5.7319 0.0004 2.8509 -0.0006 2.9129 923.1971 2.8509 0.0005 0.9287 -0.0004 0.9287 -0.0005 0.9916 -0.0004 0.9916 -0.0004 0.9287 -0.0004 0.8658 -0.0004 1.7945 -0.0001 3.5673 -0.0005 1.8575 -0.0005 0.8658 -0.0024 1.9204 -0.0013 1.9204 -0.0009 1.8570 -0.0008 0.9283 -0.0006 1.5270 -0.0002 1.1750 0.0000 2.5205 -0.0000 1.1525 0.0001 1.1393 0.0001 2.4941 0.0002 1.1261 0.0002 0.8441 0.0002 0.3968 0.0006 0.2811 0.0003 0.2811 0.0002 0.1239 -0.0003 0.1157 0.0006 0.1157 0.0005 0.1157 0.0004 0.1157 0.0003 0.1157 0.0002
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Helman O. Mozo
Page
Job
236 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
0.0911 0.0913 0.0914 0.0972 0.1814 0.1817 3.0401 0.1823 0.1826 0.1829 3.0609 0.1891 0.6725 4.6444 4.7718 1.1374 1.3258 8.4783 -0.0000 1.2532 0.9488 -0.1798 0.8852 -0.1849 0.9315 -0.1825 9.9102 4.4539 2.4632 2.0041 1.5665 1.3723 0.9488 5.5013 -34.7264 4.6487 0.8852 2.7738 2.7205 5.1078 3.6171 1.8547 0.9315 1.8547 0.6491 0.6451 0.6682 0.6638 0.6324 0.5807 1.2131 3.1413
0.1157 0.1157 0.1157 0.1239 0.2314 0.2314 1.4698 0.2314 0.2314 0.2314 1.4698 0.2396 0.9964 1.4615 1.6800 1.5914 1.8843 4.4463 75.2609 1.8622 2.7508 2.6750 2.8221 2.7501 2.7888 2.7139 6.3306 6.8412 3.4756 2.8153 2.2294 2.0018 2.7508 5.7562 52.7553 8.0488 2.8221 5.2347 4.3117 5.8231 5.7319 2.8509 2.7888 2.8509 0.9287 0.9287 0.9916 0.9916 0.9287 0.8658 1.7945 3.5673
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Helman O. Mozo
Page
Job
237 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
1.8575 -0.0002 0.8658 0.0022 1.9204 0.0006 1.9204 0.0002 1.8570 0.0002 0.9283 -0.0002 1.5270 -0.0006 1.1750 0.0000 2.5205 0.0001 1.1525 0.0002 1.1393 0.0002 2.4941 0.0003 1.1261 0.0003 0.8441 0.0004 0.3968 0.0006 0.2811 0.0005 0.2811 0.0007 0.1239 -0.0003 0.1157 0.0007 0.1157 0.0006 0.1157 0.0004 0.1157 0.0003 0.1157 0.0002 0.1157 0.0001 0.1157 -0.0000 0.1157 -0.0002 0.1239 -0.0003 0.2314 0.0006 0.2314 0.0005 1.4698 0.0003 0.2314 0.0002 0.2314 0.0001 0.2314 0.0000 1.4698 -0.0001 0.2396 -0.0002 0.9964 -0.0006 1.4615 0.0018 1.6800 0.0008 1.5914 0.0015 1.8843 0.0013 4.4463 0.0004 -45.5892 0.0000 2.8773 -940.3452 2.8014 188.3409 2.9400 -877.2244 2.8681 192.8239 2.9129 -923.1940 2.8380 190.8036 2.7508 940.3465 2.8221 877.2246 2.7888 923.1943 0.1157 -0.0003
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0.0088 0.0029 0.0059 0.0080 0.0094 0.0061 0.0044 0.0047 0.0050 0.0052 0.0054 0.0056 0.0057 0.0059 0.0020 0.0046 0.0034 0.0031 0.0022 0.0025 0.0027 0.0029 0.0030 0.0030 0.0031 0.0031 0.0031 0.0024 0.0026 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0013 -0.0004 -0.0016 -0.0027 -0.0031 -0.0063 0.0000 63.2164 -12.6626 58.9737 -12.9654 62.0635 -12.8301 -63.2178 -58.9771 -62.0680 -0.0085
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
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0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1238
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 32.56 -14141.15 -1779.47 5851.90 345.19 -4831.56 -836.00 D128P 32.56 -5851.91 -345.20 -3236.54 -2331.95 -4452.46 -1311.54 D129P 32.56 1598.79 784.49 1095.98 15.92 1343.56 399.07 D130P 32.56 -432.07 -92.85 873.66 -1325.99 179.37 -576.34 D131P 32.55 826.23 -1044.50 -729.28 1242.12 29.77 60.69 D132P 32.55 -651.40 1745.86 5359.81 -9116.31 1162.87 -1820.34 D133P 32.55 -5359.82 9116.32 -8127.07 14848.70 -2417.17 4295.10 D134P 32.55 1084.93 2000.67 5020.83 9195.11 1232.93 2260.75 D135P 32.55 1084.93 -2000.67 -292.24 520.08 136.53 -255.01 D136P 32.55 292.24 -520.08 401.05 -762.14 83.61 -154.63 D137P 32.55 -401.05 762.14 -62.10 33.76 -92.21 158.47 D138P 32.55 62.10 -33.76 -178.64 726.40 -23.04 136.95 D139P 32.55 178.64 -726.40 244.55 -896.99 55.80 -214.05 D140P 32.55 -244.55 896.99 -213.52 293.15 -84.53 219.61 D141P 32.55 213.52 -293.15 -566.73 1574.81 -74.03 268.61 D142P 32.55 566.73 -1574.81 1046.27 -2467.20 186.93 -468.44 D143P -136.01 -6284.36 36783.07 -2492.95 15877.27 -5287.54 31723.09 D144P -207.30 -402.65 -2483.15 6313.65 567.88 5585.79 -1809.90 D145P -136.01 8744.50 -11254.11 6284.37 -36783.07 9026.35 -28851.16 D146P -136.01 2492.95 -15877.26 -4146.89 6932.13 -996.35 -5388.63 D147P -136.01 1148.98 -7137.69 -1686.86 -1169.48 -324.03 -5004.32 D148P -136.01 683.57 -3328.64 -1133.60 -1649.97 -271.10 -2999.16 D149P -38.20 330.75 731.92 808.99 828.95 802.23 1098.65 D150P -38.20 -157.10 3527.34 4891.05 4037.81 3332.09 5324.89 D151P 14.57 527.86 330.06 392.31 134.43 914.51 461.64 D152P -0.00 503.45 -632.77 -274.05 -736.47 413.74 -2469.57 D153P -0.00 43.50 -125.97 -17.81 -97.37 46.34 -402.81 D154P -207.30 -402.64 2483.14 -2271.08 -222.09 -1263.31 1068.33 D155P 32.55 -5020.84 -9195.11 -8127.07 -14848.70 -1839.51 -3363.94 D156P 32.55 729.28 -1242.12 651.40 -1745.86 407.95 -882.86 D157P 32.56 -873.66 1325.99 -826.23 1044.50 -620.27 864.97 D158P 32.56 -1095.98 -15.92 432.07 92.85 -314.85 36.49 D159P 32.56 3236.54 2331.95 -1598.79 -784.49 946.09 893.93 D160P -136.01 4146.90 -6932.13 65.75 956.16 2537.74 -3599.98 D161P -136.01 -65.74 -956.17 1120.46 -11686.72 635.38 -7616.20 D162P -136.01 -1120.46 11686.72 -1148.97 7137.69 -1367.12 11340.01 D163P -136.01 1686.87 1169.48 -77.05 3052.72 969.77 2543.49
-0.0003 -0.0002 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000
-0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
-0.0088 -0.0091 -0.0092 -0.0093 -0.0094 -0.0095 -0.0095 -0.0095
Helman O. Mozo
Page
Job
239 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-136.01 -136.01 -136.01 -136.01 -38.20 -38.20 -38.20 -38.20 -38.20 14.56 14.56 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 -213.31 -611.06 -213.31 -213.31 -213.31 -213.31 20.19 20.19 -29.70
77.06 -3052.72 67.29 -67.28 5404.70 -683.56 1133.61 1649.97 343.88 -343.87 -2865.65 1413.81 -174.98 -1339.24 157.12 -362.77 925.83 174.99 -808.97 -828.95 362.79 -722.65 -716.64 -330.74 605.31 141.20 722.66 -392.32 -134.44 -268.69 268.68 -534.84 803.42 94.84 -474.05 -101.94 159.31 -364.22 -73.84 38.71 -261.14 -35.85 83.40 -185.69 -38.20 42.68 -70.20 22.66 -37.36 -25.59 32.03 24.01 -5.22 14.97 274.07 736.47 -94.82 101.96 409.73 -159.29 73.86 308.36 -38.69 35.87 216.98 -83.38 38.22 155.06 -43.48 17.83 97.37 -42.67 -22.64 44.04 37.37 -32.01 8.72 -23.99 -14.95 2.57 0.02 6470.28 -2398.80 -2405.91 2405.91 -239.07 1270.91 -2316.23 -597.52 -3307.45 -1597.75 -2049.91 -1336.42 -843.28 -681.62 335.47 281.58 1645.93 -5520.67 5520.67 9110.86 8281.47 -985.06 2038.53 -5187.25 -985.06 -2038.52 610.68 -610.68 -557.40 -660.04 660.04 788.41 -6.72 6.72 -29.79 585.86 -585.86 -741.79 -702.67 702.67 979.62 210.41 -210.41 -297.27 1051.17 -1051.17 -1763.36 -1530.25 7137.48 -15853.23 1700.87 -48.50 -1337.05 -4972.85 2885.66 6264.70 -7137.47 -1700.86 8568.69 1487.97 -447.87 4874.20 -27.10 -59.39 2576.53 -871.20 -60.56 534.25 523.00 79.40 534.97 5092.27 -304.16 -310.80 -240.67
-5404.70 3328.64 2865.65 -1797.99 -3527.34 1339.24 -925.83 -731.92 716.64 534.83 -90.29 -409.73 -308.36 -216.98 -155.06 -44.04 -8.72 -2.57 474.05 364.22 261.14 185.69 125.97 70.20 25.59 5.22 -0.00 239.07 -3301.19 -1472.19 -2144.82 1421.01 -9110.86 14839.25 9284.98 557.40 -788.41 29.79 741.79 -979.62 297.27 1763.36 -2650.11 -8568.69 2143.37 15853.23 964.07 2632.11 1517.30 728.46 -1940.42 -152.34
17:07:07 03/17/10
86.96 -5094.83 -452.32 5261.05 890.05 2720.25 644.54 -2809.42 -12.58 -3425.44 -132.17 1594.32 -314.06 -1235.14 -741.45 -1019.60 934.72 603.81 -656.95 397.93 1065.51 -621.29 -12.82 -1593.98 154.14 -1213.08 5.17 -862.34 81.51 -614.59 117.85 -206.05 -9.60 -61.88 70.29 -14.04 323.30 2183.30 -103.40 1395.90 63.42 1027.16 -85.70 726.26 -9.49 506.86 -44.80 302.22 26.58 125.59 -101.01 25.14 -26.93 4.63 2369.00 -1258.84 1801.29 -1734.38 -2803.84 -1031.91 -1191.86 -1703.90 -155.94 227.06 -1293.94 -1843.67 2473.67 4292.43 -1246.37 2286.54 -64.48 -255.10 -153.24 -162.30 130.08 162.90 117.16 140.78 -169.90 -226.98 168.49 235.62 176.21 307.26 -299.17 -511.49 5324.31 -14712.00 -4745.10 761.97 -2553.64 13284.04 -128.25 5742.63 -286.13 4521.87 -560.60 2466.16 325.50 888.78 3640.19 -989.26 -541.48 -460.30
Helman O. Mozo
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Job
240 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -611.06 13.80 13.80 13.80 13.80 13.80 -213.31 -213.31 -213.31 -213.31 -213.31 -213.31 -213.31 -213.31 20.19 20.19 20.19 20.19 20.18 -29.71 -29.71 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -743.20 -743.20 -743.22 -743.23 -743.25 -743.27 -743.28 -743.31 -743.32 -743.34 -743.36 509.91 1202.02
611.15 20.35 -48.51 5187.26 -335.47 1336.42 3307.45 -1270.91 -1487.97 1291.41 3012.48 27.11 363.37 1452.58 871.21 -508.20 -40.68 -617.37 -522.98 -130.47 -5.22 240.68 -182.01 159.71 83.52 -91.58 30.52 -7.30 -165.10 -21.79 52.71 159.96 174.48 140.28 65.25 44.28 77.39 63.29 4.93 7044.49 2520.64 -2352.37 -1597.81 -954.63 180.52 4888.90 -866.54 -866.54 -642.01 684.42 -1.76 -726.53
347.11 -0.20 1337.04 -9284.98 -1421.01 2144.82 1472.19 3301.19 -964.07 3192.55 -6586.37 -2632.11 3208.71 -3876.54 -1517.30 2271.99 -973.72 881.04 -728.46 134.98 -435.38 152.34 -541.92 -80.73 19.07 -4.29 1.24 0.15 0.19 0.18 133.19 -30.83 7.39 -1.52 0.52 -0.02 0.17 0.19 0.09 3035.19 767.71 472.31 2031.21 863.15 -1632.29 -8395.16 -1933.99 1933.99 569.90 -798.75 134.68 1013.05
-52.69 -133.19 1007.24 -44.26 0.02 -43.12 1634.97 -1317.86 749.59 8281.46 -14839.25 1884.39 -281.58 -1645.93 -182.32 843.28 681.62 795.35 1597.75 2049.91 2326.19 2316.23 597.52 603.85 -1291.40 -3192.55 -1674.32 -3012.47 6586.37 -1036.78 447.88 -4874.20 2084.55 -363.36 -3208.71 -202.56 -1452.58 3876.54 -656.15 59.40 -2576.53 910.83 508.21 -2271.99 830.98 140.07 2172.14 -221.77 -79.39 -534.97 -84.51 40.69 973.72 -405.91 617.38 -881.04 66.45 60.57 -534.24 -49.20 130.49 -134.98 88.17 182.02 541.91 420.10 -677.58 184.31 -854.31 -159.95 30.83 -0.42 -174.47 -7.39 -164.03 -140.27 1.52 -418.16 -65.23 -0.52 -62.60 -77.37 -0.17 -152.73 -63.27 -0.19 -411.90 -4.91 -0.09 -48.16 -159.70 80.73 -192.97 -83.50 -19.07 137.90 91.60 4.29 479.90 -30.50 -1.24 198.00 -20.34 0.20 81.00 7.32 -0.15 93.07 165.12 -0.19 437.40 21.81 -0.18 153.49 0.02 0.00 8.92 -2520.64 -767.71 2636.82 1702.86 2900.76 2069.10 -3729.90 2206.45 -3032.49 -843.08 1328.12 -991.49 -7.07 -847.83 -295.33 -4888.90 8395.16 -1162.86 7506.55 -14087.06 2221.56 -4714.81 -8854.45 -1127.04 642.01 -569.90 -38.67 -684.42 798.75 -159.96 1.76 -15.52 136.62 726.53 -947.25 143.30 -844.46 1293.93 -207.14
17:07:07 03/17/10
385.83 -0.31 9.06 -3375.19 -906.19 1031.34 1670.29 2252.20 -2503.99 5890.92 -6903.96 -3518.56 4268.22 -3887.39 -2282.71 2677.19 -1061.92 1305.51 -1132.88 -281.03 -401.46 689.98 -355.41 -90.00 21.07 -4.99 1.30 -0.04 0.01 0.16 385.83 -90.00 21.07 -4.99 1.30 -0.31 -0.04 0.01 0.16 1321.65 1797.19 1335.57 1364.56 4.71 1670.28 -4029.35 -2178.50 234.94 165.05 -162.12 -160.66 304.19
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P 1884.40 844.46 D503P 2040.09 -253.62 D504P 3393.28 -1173.53 D505P -452.57 7188.81 D506P -89.72 338.45 D507P -452.57 2794.89 D508P -452.56 -1573.57 D509P -452.55 -432.47 D510P -452.53 -99.28 D511P 11.98 388.89 D512P 11.97 -75.09 D513P -14.19 -429.81 D514P -0.02 333.19 D515P -0.01 43.67 D516P -89.72 338.44 D517P -743.29 4714.81 D518P -743.26 7.07 D519P -743.24 843.08 D520P -743.22 3729.90 D521P -743.21 -1702.86 D522P -452.56 -1528.22 D523P -452.55 1304.30 D524P -452.55 3052.20 D525P -452.54 31.09 D526P -452.54 392.34 D527P -452.54 1492.20 D528P -452.53 716.58 D529P -452.53 -69.75 D530P 11.97 -269.97 D531P 11.98 -269.43 D532P 11.98 -884.26 D533P 11.98 -702.49 D534P 11.98 419.45 D535P -14.19 334.09 D536P -14.19 -174.88 D537P -0.02 136.32 D538P -0.01 148.76 D539P -0.01 41.37 D540P -0.01 82.75 D541P -0.01 42.61 D542P -0.00 -37.34 D543P -0.00 24.03 D544P -0.02 209.68 D545P -0.02 117.43 D546P -0.01 69.92 D547P -0.01 36.87 D548P -0.01 37.98 D549P -0.01 17.88 D550P -0.01 -22.67 D551P -0.00 -32.00 D552P -0.00 -14.94 D670P -1151.78 -14318.55
-1229.05 411.31 2198.51 15948.32 2201.47 -7167.52 -8563.75 -4907.72 -2618.67 637.75 3228.81 -163.19 -458.96 -100.70 -2201.46 8854.46 847.83 -1328.12 -2206.45 -2900.76 878.86 -3250.62 6555.43 2596.01 -3229.26 3871.52 1438.04 -2165.84 -1184.13 819.21 -709.85 -621.18 188.40 88.77 551.34 -421.55 -319.21 -224.11 -157.39 -48.02 -11.99 -0.25 653.93 363.76 264.28 187.18 128.26 73.65 23.33 2.24 -0.70 4133.12
253.62 -396.51 202.62 -299.95 1173.53 -2069.85 192.80 -347.60 -1765.96 3305.96 -340.66 637.92 1573.57 8563.75 5278.55 14766.31 -7050.35 346.54 -6342.64 2407.83 -7188.81 -15948.32 -2638.99 -13883.38 1528.23 -878.86 -27.31 -5688.32 -31.08 -2596.01 -279.25 -4520.32 -716.57 -1438.04 -491.47 -2443.80 884.27 709.85 896.14 948.53 4732.38 5238.33 3278.13 5959.78 -334.08 -88.77 -759.20 -250.40 -209.67 -653.93 222.78 -2007.23 -17.86 -73.65 46.55 -314.47 2266.96 1295.53 1231.03 -428.05 7506.54 14087.06 1709.87 3209.72 -180.52 1632.29 -51.25 732.80 954.63 -863.15 655.97 -799.57 1597.81 -2031.21 2526.56 -2009.62 2352.37 -472.31 375.21 -1948.54 -1304.29 3250.62 -1706.33 2487.64 -3052.19 -6555.43 -1052.95 -5907.26 432.48 4907.72 2099.20 6905.51 -392.33 3229.26 -217.61 3509.20 -1492.19 -3871.52 -662.56 -4277.58 99.29 2618.67 958.73 3909.75 69.76 2165.84 473.70 2171.01 742.28 -2463.70 405.14 -2788.88 75.10 -3228.81 -137.16 -3106.14 269.98 1184.13 0.39 1410.10 269.44 -819.21 -432.75 -1076.26 -388.88 -637.75 -768.18 -886.12 702.50 621.18 789.71 569.85 174.89 -551.33 505.85 -459.72 -560.13 87.81 -730.49 635.23 -117.41 -363.76 34.10 -1416.39 -69.90 -264.28 142.24 -1052.39 -36.85 -187.18 8.14 -741.81 -37.97 -128.26 80.78 -515.19 22.69 -23.33 117.77 -128.67 32.02 -2.24 -9.61 -25.67 14.96 0.70 70.31 0.81 -136.30 421.55 132.34 1939.74 -148.75 319.21 -56.48 1231.82 -41.35 224.11 51.52 880.86 -82.74 157.39 -82.72 621.47 -43.65 100.70 -10.22 412.95 -42.60 48.02 -44.59 219.44 37.36 11.99 26.50 63.71 -24.01 0.25 -101.02 4.50 0.02 0.00 -26.91 -1.26 6250.05 -947.61 -4702.89 1856.74
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-1151.78 -1151.81 -1151.83 -1151.86 -1151.89 -1151.91 -1151.96 -1151.99 -1152.01 -1152.05 1298.36 2524.05 3732.50 3888.20 3888.18 -755.38 121.45 -755.39 -755.37 -755.34 -755.32 -64.79 -64.81 17.34 -0.05 -0.02 121.44 -1151.93 -1151.88 -1151.85 -1151.82 -1151.80 -755.36 -755.35 -755.35 -755.34 -755.33 -755.32 -755.32 -755.31 -64.80 -64.80 -64.80 -64.79 -64.79 17.34 17.35 -0.05 -0.04 -0.04 -0.03 -0.02
-6250.05 947.61 -2575.76 3813.09 -4323.79 2332.28 3045.12 506.73 2690.98 1075.07 2859.89 788.65 1699.46 2333.11 1052.76 1994.63 1117.95 1757.93 -342.35 -256.71 1615.00 810.72 390.82 170.13 4768.77 3876.19 7742.75 11657.20 3090.07 3836.40 -7742.75 -11657.20 -8191.73 -14834.38 -2855.84 -4747.92 1047.01 -1964.67 4870.09 -9035.96 1194.83 -2221.35 1047.01 1964.66 -348.48 -551.74 120.31 243.35 348.48 551.74 449.30 783.22 96.21 160.99 -449.30 -783.22 -62.46 84.91 -101.89 -139.04 62.46 148.08 -368.08 -925.54 -60.43 -153.72 368.08 1042.09 428.12 1217.38 104.98 297.92 -428.12 -1102.48 -268.31 -349.68 -128.51 -267.96 268.31 364.49 -721.72 -1942.89 -95.03 -330.80 721.72 1942.89 1342.98 3040.57 239.28 577.54 -5906.97 -36953.11 -2559.20 -15844.31 -5100.11 -31805.68 -38.93 1065.58 6543.09 -640.91 6146.32 401.30 7138.23 13111.27 5906.98 36953.11 7834.96 30068.70 2559.21 15844.31 -4145.53 -7036.26 -955.61 5306.05 1172.14 7178.58 -1691.84 1109.09 -313.08 4992.57 638.41 3536.34 -1027.21 1139.04 -234.22 2816.49 13.42 611.13 600.05 847.95 431.80 1027.01 281.42 606.59 5085.65 -4167.69 3777.72 -2506.55 271.85 514.16 242.14 193.45 510.83 703.27 441.23 286.71 -47.41 -109.24 710.30 320.08 36.98 -0.16 -28.65 -0.04 15.03 -0.35 -38.92 -1065.57 -2582.57 3081.92 -1238.63 952.71 -4870.09 9035.96 -8191.73 14834.38 -1827.46 3339.67 -1615.00 -810.72 -4768.77 -3876.19 -1886.22 -1384.85 -1052.76 -1994.63 342.35 256.71 -259.22 -634.15 -2690.98 -1075.07 -1699.46 -2333.11 -2082.07 -1616.26 2575.76 -3813.09 -3045.12 -506.73 -271.14 -2495.46 4145.53 7036.27 65.37 -1018.92 2536.69 3624.91 -65.36 1018.92 1092.02 11665.35 618.47 7641.12 -1092.02 -11665.35 -1172.13 -7178.58 -1363.94 -11351.76 1691.85 -1109.09 -98.02 -3035.15 960.14 -2496.53 98.03 3035.15 15.99 5500.23 68.68 5141.79 -15.98 -5500.23 -638.40 -3536.34 -394.21 -5443.72 1027.22 -1139.04 362.86 -2049.76 837.40 -1920.96 -362.85 2049.76 -288.37 3940.69 -392.30 3608.71 -152.85 -1201.18 -281.40 -606.59 -305.66 -1272.43 -522.21 1003.77 152.86 1201.18 -259.97 1552.00 -600.04 -847.95 522.22 -1003.77 -54.77 -1303.38 -170.48 137.33 -13.41 -611.13 -129.43 -333.50 -168.64 -553.10 170.49 -137.33 1.30 -485.97 -242.15 -193.45 -169.32 -559.41 -408.94 -748.24 169.31 559.42 514.72 -107.87 679.83 448.78 184.07 -68.22 -129.46 26.05 98.49 -76.06 114.21 16.12 -145.86 -6.28 -57.09 17.75 -67.46 -3.56 -120.17 1.29 -338.42 -4.10 49.31 0.98 -47.57 -0.41 3.13 1.02 7.24 0.23 -64.22 -0.21 -102.76 0.03
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00
-156.15 -18.48 47.43 129.47 145.88 120.19 47.59 28.66 64.24 58.54 2.89
0.19 0.11 109.24 -26.05 6.28 -1.29 0.41 0.04 0.21 0.15 0.06
-58.52 -2.87 -184.05 -114.19 67.48 -49.29 -36.96 -7.22 156.17 18.50 0.02
-0.15 -0.06 68.22 -16.12 3.56 -0.98 0.16 -0.23 -0.19 -0.11 -0.00
17:07:07 03/17/10
-387.18 -38.51 -246.42 27.56 384.82 127.87 19.16 38.67 397.52 138.94 5.24
0.07 0.10 320.08 -76.06 17.75 -4.10 1.02 -0.34 0.03 0.07 0.10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 6 "COMBO 1-6"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P -0.0004491 -0.0002206 0.002116 -0.0886 -0.1355 -0.1127 1.325 -1.325 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.01376 940.3 -63.22 0.0000 0.0000 0.0000 -3.536 933.3 -54.63 D4Z13P -0.01424 188.3 -12.66 0.0000 0.0000 0.0000 -0.01424 181.6 0.6774 D5Z19P -0.01673 -0.000732 -0.001121 -0.0007 -0.0277 -0.0066 -6.357 -6.341 18.73 D6Z26P -0.0234 877.2 -58.98 0.0000 0.0000 0.0000 -2.556 871.4 -32.69 D7Z31P -0.02373 192.8 -12.97 0.0000 0.0000 0.0000 -0.02373 187.3 18.35 D8Z26P -0.02358 -0.0001493 -0.001069 -0.0017 -0.0347 -0.0095 -5.856 -5.833 26.28 D9Z13P -0.01648 -5.501e-005 -0.000479 0.0112 0.0001 -0.0068 -6.72 -6.703 13.34 D10Z31P -0.02415 -0.0004434 -0.001231 0.0031 0.0080 -0.0150 -5.518 -5.495 31.32 D11Z36P -0.02438 -0.0007509 -0.001404 0.0031 -0.0296 -0.0147 -5.183 -5.159 36.32 D12Z45P -0.03246 -0.001393 -0.0007037 0.0005 -0.0449 -0.0173 -4.636 -4.605 44.57 D13Z45P -0.03242 923.2 -62.07 0.0000 0.0000 0.0000 -2.416 918.6 -17.49 D14Z50P -0.03119 190.8 -12.83 0.0000 0.0000 0.0000 -0.03119 186.6 37.52 D15Z55P -0.02984 -0.001079 -0.0007469 0.0024 -0.2075 -0.0114 -3.913 -3.884 55.28 D16Z68P -0.02289 0.0007306 -0.003886 -0.0010 0.3554 -0.1083 3.008 -3.031 67.95 D17Z68P -0.02262 -0.0006649 -0.0009705 0.0335 0.2439 -0.0496 -3.054 -3.032 67.95 D18Z55P -0.02987 0.000865 -0.00384 0.0028 -0.2042 -0.0547 3.853 -3.882 55.28 D19Z75P -0.01124 0.001512 -0.003121 0.0035 0.0008 -0.0934 2.523 -2.532 75.35 D20Z75P -0.01333 -0.001667 -0.001679 -0.0403 0.1472 -0.0415 -2.547 -2.535 75.35 D21Z81P -0.005849 0.001397 -0.002184 0.0262 0.0814 -0.1047 2.127 -2.131 81.32 D22Z81P -0.004296 -0.0009542 -0.002886 -0.0004 0.0227 -0.0385 -2.137 -2.133 81.32 D23Z86P -0.001746 -0.0009331 -0.003901 0.0196 0.0288 -0.0423 -1.828 -1.827 85.87 D24Z86P -0.0004706 0.0005703 -0.0008798 -0.0136 0.0199 -0.1089 1.826 -1.826 85.87 D25Z90P -4.943e-005 0.00175 0.0002658 0.0478 0.0207 -0.1094 1.576 -1.575 89.6 D26Z90P 0.0007757 -0.001234 -0.005194 -0.0866 0.0903 -0.0410 -1.576 -1.578 89.59 D27Z93P -0.0006939 3.747e-005 -0.006821 0.2396 -0.2868 -0.0393 -1.326 -1.325 93.33 D28Z50P -0.03124 -0.001229 -0.0007013 -0.0057 0.0852 -0.0282 -4.246 -4.216 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.01482 -940.3 63.22 0.0000 0.0000 0.0000 3.508 -947.4 71.81 D31Z19P -0.01571 5.239e-006 -0.001034 -0.0011 -0.0274 -0.0215 6.325 -6.34 18.73 D32Z26P -0.02333 -877.2 58.97 0.0000 0.0000 0.0000 2.51 -883.1 85.26 D33Z26P -0.02337 0.0008335 -0.001926 -0.0002 -0.0407 -0.0299 5.809 -5.832 26.28 D34Z13P -0.01648 0.0002068 -0.001193 0.0044 0.0155 -0.0173 6.687 -6.703 13.34 D35Z31P -0.02389 0.0005504 -0.002143 0.0080 0.0089 -0.0389 5.47 -5.494 31.32 D36Z36P -0.0241 0.000453 -0.002303 -0.0042 -0.0361 -0.0429 5.134 -5.158 36.32 D37Z45P -0.03305 0.002107 -0.003549 0.0020 -0.0460 -0.0521 4.57 -4.601 44.57 D38Z45P -0.03301 -923.2 62.06 0.0000 0.0000 0.0000 2.35 -927.8 106.6 D39Z50P -0.03128 0.001256 -0.003732 0.0144 0.0842 -0.0672 4.183 -4.213 50.35 D40Z113P -0.1509 0.0002271 -0.01493 0.0173 -0.5630 -0.1007 -1.476 -1.325 113.2 D41Z113P -0.1509 -0.0002306 0.009234 -0.0121 -0.5579 -0.1678 1.174 -1.325 113.3 D42Z110P -0.1192 0.0001611 -0.0141 -0.0329 -0.5241 -0.0905 -1.444 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
245 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
-0.1192 -0.08968 -0.08968 -0.06246 -0.06243 -0.038 -0.03806 -0.01733 -0.01715 -0.01002 -0.02794 -0.05029 -0.0759 -0.1043 -0.1348 -0.1671 -0.006434 -0.02628 -0.04934 -0.07555 -0.104 -0.1348 -0.167 -0.1855 -0.1953 -0.1952 -0.1855 -0.2121 -0.2121 -0.2298 -0.2299 -0.2478 -0.2478 -0.2663 -0.2663 -0.2853 -0.2852 -0.3043 -0.3043 -0.3236 -0.3237 -0.3649 -0.3648 -0.3368 -0.3505 -0.3505 -0.3368 -0.54 -0.54 -0.3735 -0.3825 -0.3916
-0.0003 0.00024 -0.0003036 0.0001794 -0.0002571 0.0001548 -0.0001568 -0.0001329 9.167e-006 -0.006841 -0.000658 -0.002565 -0.0002722 -0.0009771 -0.0002384 -0.0003942 0.002722 0.002872 0.00106 0.000911 0.0003801 0.0002958 0.0001368 -0.000248 0.0005807 -0.0007166 0.0001148 -0.000184 -0.0008295 -0.0001177 -0.0004849 -0.0002692 -0.0004784 -0.0001876 -0.0002373 -0.0003237 -0.0002006 -0.0002707 1.955e-005 0.0002601 -0.0004234 -0.0004605 0.0004512 0.0003429 -0.000709 0.0006313 -0.0004416 0.0003854 0.0001938 0.000379 -0.0004656 0.0004186
0.008531 -0.01308 0.00766 -0.01184 0.006602 -0.01041 0.005339 -0.008683 0.003851 -0.007711 0.004655 -0.01116 0.007181 -0.01363 0.008924 -0.0153 0.003049 -0.009654 0.006025 -0.01253 0.00814 -0.01456 0.009547 0.006219 -0.01045 0.004547 -0.01211 -0.01077 0.004869 -0.0111 0.005114 -0.01134 0.005362 -0.01158 0.005542 -0.01176 0.005723 -0.01193 0.005851 0.005982 -0.01206 -0.008325 0.002116 0.004724 -0.009602 0.00343 -0.01087 -0.009498 0.003135 0.002293 -0.008677 0.002575
0.0167 0.0468 -0.0159 -0.0884 0.0338 0.1376 -0.0437 -0.2571 0.0901 0.0078 -0.0071 -0.0127 -0.0032 -0.0014 -0.0029 -0.0002 -0.0059 0.0219 0.0050 0.0087 -0.0003 0.0021 0.0131 0.0782 -0.0159 0.0442 -0.0668 0.0260 -0.0165 -0.0046 -0.0054 0.0031 -0.0045 0.0003 -0.0065 0.0021 -0.0031 0.0012 -0.0125 -0.0024 0.0051 0.0008 0.0198 0.0139 -0.0193 0.0227 -0.0066 -0.0056 0.0013 -0.0015 -0.0084 0.0023
17:07:07 03/17/10
-0.5323 -0.4988 -0.4830 -0.4313 -0.4640 -0.4251 -0.3599 -0.2574 -0.3926 -0.2937 -0.3534 -0.4193 -0.4688 -0.5090 -0.5480 -0.5526 -0.2995 -0.3640 -0.4247 -0.4721 -0.5101 -0.5485 -0.5586 -0.5603 -0.6272 -0.6335 -0.5431 -0.7061 -0.7099 -0.7220 -0.7192 -0.7334 -0.7332 -0.7564 -0.7557 -0.7679 -0.7685 -0.7760 -0.7732 -0.7778 -0.7838 -0.8809 -0.8872 -0.7954 -0.8148 -0.8179 -0.7751 -1.0342 -1.0345 -0.9143 -0.9355 -0.9579
-0.1587 1.206 -0.0802 -1.415 -0.1495 1.235 -0.0700 -1.387 -0.1403 1.263 -0.0598 -1.363 -0.1311 1.287 -0.0495 -1.342 -0.1219 1.308 -0.0444 -1.335 -0.1265 1.297 -0.0649 -1.375 -0.1449 1.249 -0.0853 -1.429 -0.1632 1.19 -0.1058 -1.492 -0.1173 1.319 -0.0546 -1.351 -0.1357 1.276 -0.0751 -1.401 -0.1541 1.221 -0.0956 -1.46 -0.1724 1.158 -0.1913 0.7162 -0.1138 -0.8853 -0.1996 0.4948 -0.1117 -1.087 -0.1139 -0.9021 -0.1976 0.4779 -0.1140 -0.9198 -0.1955 0.4601 -0.1142 -0.9378 -0.1934 0.4422 -0.1143 -0.9563 -0.1914 0.4237 -0.1144 -0.9753 -0.1893 0.4048 -0.1145 -0.9943 -0.1873 0.3857 -0.1852 0.3664 -0.1147 -1.014 -0.1022 -0.7149 -0.1931 -0.01478 -0.1890 0.2398 -0.1078 -0.8138 -0.1931 0.1128 -0.1140 -0.9135 -0.1022 -0.89 -0.1931 -0.19 -0.1931 -0.02351 -0.1022 -0.7325 -0.1931 -0.04161
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.332 -1.326 -1.328 -1.325 -1.326 -1.325 -1.325 -1.322 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -0.9019 -0.6894 -0.6907 -0.9016 -0.6902 -0.6908 -0.6901 -0.6905 -0.6903 -0.6905 -0.6902 -0.6902 -0.6903 -0.6902 -0.6903 -0.69 -0.6897 -0.6904 -0.3505 -0.3495 -0.5763 -0.464 -0.4627 -0.5771 -0.3496 -0.3498 -0.3496 -0.3505 -0.3496
109.9 106.6 106.6 103.3 103.3 99.97 99.99 96.65 96.66 94.99 98.32 101.6 105 108.3 111.6 114.9 95 98.31 101.6 104.9 108.3 111.6 114.9 117 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.7 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
246 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
-0.401 -0.0003543 -0.008952 -0.0074 -0.9782 -0.1022 -0.751 -0.3504 133.1 -0.4105 0.0003702 0.002785 0.0014 -0.9957 -0.1931 -0.06052 -0.3496 133.7 -0.4202 -0.0002492 -0.009155 -0.0070 -1.0028 -0.1022 -0.7702 -0.3502 134.2 -0.4299 0.0003447 0.002929 0.0016 -1.0076 -0.1931 -0.07993 -0.3497 134.8 -0.4397 -0.0001433 -0.009298 -0.0065 -1.0184 -0.1022 -0.7897 -0.3501 135.3 -0.4496 0.0003148 0.003033 0.0015 -1.0272 -0.1931 -0.09964 -0.3497 135.9 -0.4596 -3.776e-005 -0.0094 -0.0064 -1.0336 -0.1022 -0.8096 -0.35 136.4 -0.4696 0.0002868 0.0031 0.0015 -1.0385 -0.1931 -0.1196 -0.3497 137 -0.4797 6.785e-005 -0.009464 -0.0064 -1.0427 -0.1022 -0.8297 -0.3499 137.5 -0.4898 0.0002589 0.003132 0.0014 -1.0458 -0.1931 -0.1398 -0.3497 138.1 -0.4999 0.0001737 -0.009492 -0.0061 -1.0399 -0.1022 -0.8499 -0.3498 138.6 -0.5099 0.0002321 0.003135 0.0013 -1.0333 -0.1931 -0.1599 -0.3498 139.2 -0.5199 0.0002796 -0.009497 -0.0056 -1.0341 -0.1022 -0.8699 -0.3497 139.8 -0.53 0.0002064 0.003135 0.0013 -1.0344 -0.1931 -0.18 -0.3498 140.3 0.003089 0.002227 -0.006474 -0.0578 -0.0033 -0.0376 -1.437 -1.438 91.62 -0.001279 -0.002097 -0.004469 0.0125 0.0309 -0.0429 -1.694 -1.694 87.87 -0.003654 -0.0009175 -0.003387 -0.0104 0.0364 -0.0399 -1.971 -1.969 83.77 -0.007137 -0.0008609 -0.002451 -0.0035 0.0802 -0.0409 -2.323 -2.317 78.59 -0.0208 -0.003727 -0.0009741 0.0006 0.0224 -0.0343 -2.781 -2.764 71.98 -0.06311 -0.001165 0.001645 -0.0173 0.1486 -0.0372 -3.468 -3.406 62.4 -0.01485 0.0002811 -0.001071 -0.0008 -0.0777 -0.0055 7.008 -7.022 8.589 -0.01379 0.0007755 -0.0001577 0.0026 -0.0800 0.0013 -7.036 -7.022 8.59 -0.3825 0.0004185 0.002434 -0.0032 -0.9351 -0.1931 -0.03246 -0.3496 132 -0.401 0.0003895 0.002679 0.0028 -0.9771 -0.1931 -0.05098 -0.3496 133.1 -0.4202 0.0003585 0.002855 0.0012 -1.0029 -0.1931 -0.07022 -0.3496 134.2 -0.4397 0.0003294 0.002981 0.0016 -1.0195 -0.1931 -0.08974 -0.3497 135.3 -0.4596 0.0003009 0.003066 0.0014 -1.0336 -0.1931 -0.1096 -0.3497 136.4 -0.4797 0.0002727 0.003116 0.0014 -1.0416 -0.1931 -0.1297 -0.3497 137.5 -0.4999 0.0002453 0.003132 0.0014 -1.0401 -0.1931 -0.1499 -0.3498 138.7 -0.5199 0.0002191 0.003135 0.0013 -1.0352 -0.1931 -0.1699 -0.3498 139.8 0.0009985 -0.0004871 0.001434 0.0624 0.0040 -0.1098 1.441 -1.44 91.63 -0.0003386 0.001755 -0.0003091 -0.0200 -0.0089 -0.1098 1.692 -1.691 87.87 -0.002474 0.0005922 -0.001426 0.0229 0.0649 -0.1068 1.965 -1.967 83.77 -0.00977 0.001911 -0.002743 0.0067 0.0529 -0.1007 2.306 -2.314 78.59 -0.01204 0.001605 -0.003199 0.0015 0.0261 -0.0910 2.748 -2.759 71.98 -0.06324 0.001045 -0.006401 0.0098 0.1099 -0.0842 3.342 -3.404 62.39 0 0 0 0.0000 0.0000 0.0000 1.325 1.457e-011 93.33 -0.0004318 0.0002065 0.002266 0.0952 -0.1458 0.0471 1.325 1.325 93.34 -940.4 0.000268 -63.22 0.0000 0.0000 0.0000 -933.3 -3.522 -54.63 -1000 -4.768e-005 -139.1 0.0000 0.0000 0.0000 -993.3 -4.768e-005 -125.8 -877.2 0.0008274 -58.98 0.0000 0.0000 0.0000 -871.4 -2.532 -32.69 -1000 0.0004983 -130.9 0.0000 0.0000 0.0000 -994.5 0.0004983 -99.6 -923.2 0.002107 -62.07 0.0000 0.0000 0.0000 -918.6 -2.381 -17.5 -1000 0.001212 -137 0.0000 0.0000 0.0000 -995.8 0.001212 -86.61 -0.01665 0.001833 -0.003368 -0.0016 0.3663 0.0613 3.015 3.033 67.95 -0.02308 0.00168 -0.003472 0.0040 -0.2161 0.0157 3.86 3.885 55.28 -0.007106 0.0006372 -0.002602 0.0041 0.0022 0.0412 2.527 2.534 75.35 -0.002104 0.0001182 -0.001643 -0.0067 0.0368 0.0460 2.13 2.133 81.32 0.000778 0.0003291 -0.0005367 0.0225 0.0143 0.0489 1.827 1.827 85.87 0.0009362 -0.001333 0.0005519 -0.0400 0.0326 0.0480 1.577 1.575 89.6 -940.4 -0.0005765 -63.22 0.0000 0.0000 0.0000 -933.3 3.522 -54.63 -0.01568 -0.0005901 -0.001335 0.0011 -0.0776 -0.0005 7.007 7.022 8.589
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
247 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
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0 -0.001359 -58.98 -0.002118 -0.001512 -0.002291 -0.002413 -0.003331 -62.07 -0.003424 0.009247 0.008551 0.007693 0.006656 0.005419 0.003964 0.004749 0.007223 0.008939 0.003179 0.00609 0.008165 0.009556 0.006164 0.004417 0.004707 0.004998 0.005212 0.005427 0.005579 0.005734 0.005844 0.002136 0.004664 0.00341 0.003151 0.002295 0.002577 0.002788 0.002937 0.003042 0.003109 0.003142 0.00315 0.003151 0.002455 0.0027 0.002875 0.002999 0.003085 0.003134 0.00315
0.0000 -0.0012 0.0000 -0.0023 -0.0073 -0.0100 0.0005 -0.0037 0.0000 -0.0149 0.0098 -0.0160 0.0166 -0.0321 0.0464 -0.0858 0.0108 0.0041 -0.0008 0.0098 -0.0028 0.0016 0.0016 -0.0558 -0.0157 0.0149 -0.0112 -0.0043 -0.0067 -0.0050 -0.0055 -0.0030 0.0004 -0.0179 -0.0317 0.0013 0.0093 0.0021 0.0021 0.0019 0.0018 0.0017 0.0016 0.0014 0.0013 -0.0017 -0.0005 0.0000 0.0003 0.0004 0.0005 0.0010
17:07:07 03/17/10
0.0000 -0.0131 0.0000 -0.0290 0.0254 0.0128 -0.0215 -0.0333 0.0000 0.0914 -0.5588 -0.5322 -0.4835 -0.4652 -0.3626 -0.3961 -0.3566 -0.4697 -0.5470 -0.3034 -0.4265 -0.5104 -0.5524 -0.5545 -0.6281 -0.6975 -0.7142 -0.7262 -0.7491 -0.7611 -0.7683 -0.7759 -0.8823 -0.7638 -0.8023 -1.0409 -0.9173 -0.9645 -1.0008 -1.0162 -1.0341 -1.0452 -1.0508 -1.0418 -1.0414 -0.9434 -0.9847 -1.0097 -1.0251 -1.0404 -1.0495 -1.0467
0.0000 0.0092 0.0000 0.0121 0.0084 0.0171 0.0182 0.0216 0.0000 0.0324 0.1014 0.0923 0.0833 0.0742 0.0652 0.0562 0.0607 0.0788 0.0969 0.0516 0.0697 0.0878 0.1059 0.1117 0.1139 0.1142 0.1146 0.1150 0.1154 0.1158 0.1161 0.1165 0.1073 0.1170 0.1119 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073
7.6 6.325 -871.4 5.812 6.686 5.474 5.138 4.576 -918.6 4.19 1.174 1.205 1.235 1.262 1.286 1.308 1.297 1.249 1.19 1.318 1.275 1.22 1.157 0.7155 0.4938 0.4772 0.4597 0.4418 0.4236 0.4048 0.3859 0.3666 -0.01391 0.2404 0.1136 -0.1902 -0.02263 -0.04087 -0.05992 -0.07945 -0.09929 -0.1194 -0.1397 -0.16 -0.1801 -0.03164 -0.05031 -0.06965 -0.08933 -0.1093 -0.1296 -0.1499
7.6 0 6.341 18.73 2.533 -32.69 5.833 26.28 6.703 13.34 5.495 31.32 5.159 36.32 4.603 44.57 2.383 -17.5 4.216 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.99 1.325 96.66 1.325 98.32 1.325 105 1.325 111.6 1.322 95 1.323 101.6 1.324 108.3 1.324 114.9 0.901 117 0.6897 118 0.6892 119.4 0.6894 120.8 0.6895 122.2 0.6897 123.7 0.6898 125.1 0.69 126.5 0.69 127.9 0.3505 130.9 0.5769 128.9 0.4635 129.9 0.3502 140.9 0.3503 131.4 0.3503 132.6 0.3503 133.7 0.3503 134.8 0.3503 135.9 0.3503 137 0.3503 138.1 0.3502 139.2 0.3502 140.3 0.3504 132 0.3504 133.1 0.3503 134.2 0.3503 135.3 0.3503 136.4 0.3503 137.5 0.3502 138.7
Helman O. Mozo
Page
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248 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
-0.5201 0.0002195 0.003151 0.0013 -1.0409 0.001624 0.000652 0.001656 -0.0496 -0.0130 0.0003037 -0.001229 -3.57e-005 0.0323 -0.0076 -0.001037 0.0003068 -0.001076 -0.0139 0.0412 -0.005201 5.092e-005 -0.002158 0.0015 0.0614 -0.006844 0.0008797 -0.002664 0.0074 0.0037 -0.05917 0.000663 -0.006168 -0.0093 0.1184 0 0 0 0.0000 0.0000 -0.0006561 -2.302e-005 -0.006959 -0.2427 -0.2932 -0.01549 940.3 63.22 0.0000 0.0000 -0.01417 -188.3 -12.66 0.0000 0.0000 -0.02077 877.2 58.97 0.0000 0.0000 -0.02063 -192.8 -12.97 0.0000 0.0000 -0.02666 923.2 62.06 0.0000 0.0000 -0.02456 -190.8 -12.83 0.0000 0.0000 -0.01669 -0.001802 -0.001508 0.0038 0.3667 -0.0233 -0.001471 -0.001102 -0.0005 -0.2168 -0.007226 -0.0003534 -0.002316 0.0008 0.0012 -0.001804 -0.0004486 -0.003319 0.0055 0.0307 0.000455 8.291e-005 -0.004298 -0.0260 0.0061 0.001408 0.0008554 -0.005429 0.0838 0.0678 -0.01449 -940.3 -63.22 0.0000 0.0000 -0.01468 -0.0004823 0.0001033 -0.0021 -0.0806 0 0 0 0.0000 0.0000 -0.01591 0.0005181 -0.000787 0.0042 -0.0128 -0.02057 -877.2 -58.98 0.0000 0.0000 -0.02069 -0.0004492 -0.0008705 0.0063 -0.0260 -0.01684 0.0001436 -0.0001553 -0.0073 0.0098 -0.02093 -0.0005011 -0.001061 0.0018 0.0069 -0.02082 -0.0005648 -0.001265 0.0039 -0.0180 -0.02595 -0.0008453 -0.0009182 0.0053 -0.0352 -0.02591 -923.2 -62.07 0.0000 0.0000 -0.0246 -0.001209 -0.001004 0.0090 0.0827 -0.1515 0.0003399 -0.01493 -0.0179 -0.5606 -0.1198 0.0003433 -0.0141 0.0337 -0.5240 -0.09029 0.0002965 -0.0131 -0.0470 -0.4992 -0.06302 0.0003166 -0.01188 0.0874 -0.4327 -0.03845 0.0002517 -0.01047 -0.1398 -0.4273 -0.0176 0.00037 -0.008782 0.2535 -0.2616 -0.02666 -0.00254 -0.009734 -0.0248 -0.3671 -0.07614 -0.0003901 -0.01256 -0.0094 -0.4729 -0.1354 0.0002159 -0.01457 -0.0038 -0.5477 -0.01015 0.006966 -0.007828 -0.0119 -0.2989 -0.05079 0.003025 -0.01121 0.0112 -0.4212 -0.1049 0.001508 -0.01364 0.0021 -0.5093 -0.1677 0.0008505 -0.0153 0.0100 -0.5625 -0.1863 0.0005312 -0.01203 0.0767 -0.5623 -0.196 9.43e-005 -0.01038 0.0461 -0.6332 -0.2129 -0.000198 -0.01075 -0.0081 -0.7038 -0.2304 -3.128e-005 -0.01103 0.0021 -0.7113 -0.2482 -0.0002254 -0.01131 0.0028 -0.7259 -0.2665 -0.0001475 -0.01152 0.0005 -0.7484
17:07:07 03/17/10
0.1073 0.0454 0.0492 0.0472 0.0468 0.0397 0.0411 0.0000 0.0901 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0924 0.0408 0.0755 0.0831 0.0882 0.0887 0.0000 0.0033 0.0000 0.0176 0.0000 0.0242 0.0145 0.0317 0.0349 0.0419 0.0000 0.0554 0.1659 0.1533 0.1406 0.1280 0.1154 0.1027 0.1091 0.1343 0.1596 0.0964 0.1217 0.1470 0.1722 0.1935 0.2027 0.2010 0.1994 0.1977 0.1960
-0.1701 1.441 1.693 1.967 2.311 2.753 3.346 1.9e-015 -1.326 3.507 -0.01417 2.512 -0.02063 2.357 -0.02456 -3.048 -3.906 -2.541 -2.134 -1.826 -1.575 -3.537 -7.037 -7.6 -6.356 -2.553 -5.854 -6.72 -5.515 -5.179 -4.629 -2.409 -4.239 -1.476 -1.445 -1.415 -1.388 -1.363 -1.343 -1.352 -1.401 -1.46 -1.335 -1.376 -1.43 -1.493 -1.088 -0.886 -0.9029 -0.9204 -0.9382 -0.9565
0.3502 1.44 1.691 1.968 2.316 2.761 3.405 1.325 1.325 947.4 -181.6 883.1 -187.3 927.8 -186.6 3.03 3.882 2.533 2.132 1.827 1.577 -933.3 7.022 7.6 6.341 -871.4 5.832 6.703 5.494 5.158 4.602 -918.6 4.213 1.325 1.325 1.325 1.325 1.325 1.325 1.322 1.325 1.325 1.332 1.328 1.327 1.326 0.9022 0.6901 0.6898 0.69 0.6898 0.6899
139.8 91.63 87.87 83.77 78.59 71.98 62.39 93.33 93.33 71.81 0.6773 85.26 18.35 106.6 37.52 67.95 55.28 75.35 81.32 85.87 89.59 -54.63 8.59 0 18.73 -32.69 26.28 13.34 31.32 36.32 44.57 -17.49 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
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Page
Job
249 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.2852 -0.0003015 -0.3042 -0.0002413 -0.3232 -0.0001573 -0.3638 -0.0005286 -0.3363 -0.0002648 -0.3498 -0.0001365 -0.5402 0.0003858 -0.3726 -0.0005699 -0.3909 -0.0003636 -0.4099 -0.0002903 -0.4294 -0.0001826 -0.4493 -8.22e-005 -0.4694 2.073e-005 -0.4897 0.0001236 -0.51 0.0002278 -0.5301 0.000333 -0.3816 -0.0004372 -0.4003 -0.0003345 -0.4197 -0.0002348 -0.4393 -0.000133 -0.4593 -3.063e-005 -0.4796 7.203e-005 -0.4999 0.0001755 -0.5201 0.0002803 0.003269 -0.002397 7.257e-005 0.001528 -0.001016 -0.0002966 -0.004925 -0.0002886 -0.006711 -0.0008669 -0.05913 -0.0008537 0 0 -940.4 -0.0004847 -1000 5.297e-005 -877.2 -0.0004472 -1000 -0.0004742 -923.2 -0.0008418 -1000 -0.001219 -940.4 0.0007841 -877.2 -0.0001514 -923.2 -0.001397 -0.3735 -0.0005972 -0.3916 -0.0004799 -0.4105 -0.0003544 -0.4299 -0.0002331 -0.4496 -0.0001171 -0.4696 -1.589e-006 -0.4898 0.0001134 -0.5099 0.0002255 -0.53 0.0003321
-0.01172 -0.01187 -0.01202 -0.008389 -0.01084 -0.009626 -0.009564 -0.008582 -0.008894 -0.009133 -0.009301 -0.009423 -0.009505 -0.009551 -0.009562 -0.009564 -0.008738 -0.009014 -0.009218 -0.009362 -0.009464 -0.009528 -0.009558 -0.009563 -0.006648 -0.004777 -0.003828 -0.002812 -0.002265 0.001369 0 63.22 113.8 58.98 105 62.07 111.3 63.22 58.98 62.07 -0.008501 -0.008814 -0.009054 -0.009227 -0.009349 -0.009432 -0.009478 -0.009494 -0.009497
0.0043 -0.0066 0.0049 0.0235 0.0254 0.0372 -0.0055 -0.0096 -0.0041 -0.0055 -0.0052 -0.0053 -0.0053 -0.0053 -0.0054 -0.0055 -0.0125 -0.0033 -0.0057 -0.0052 -0.0053 -0.0053 -0.0054 -0.0054 0.0552 -0.0163 0.0046 0.0092 -0.0095 0.0111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0022 -0.0047 -0.0046 -0.0049 -0.0050 -0.0050 -0.0051 -0.0053 -0.0054
Joint Support Reactions for Load Case "COMBO 1-6":
17:07:07 03/17/10
-0.7615 -0.7662 -0.7710 -0.8904 -0.7853 -0.8043 -1.0412 -0.9219 -0.9647 -1.0025 -1.0144 -1.0339 -1.0453 -1.0526 -1.0401 -1.0412 -0.9416 -0.9839 -1.0095 -1.0262 -1.0403 -1.0484 -1.0466 -1.0420 -0.0141 0.0014 0.0288 0.0649 -0.0013 0.1164 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.9102 -0.9579 -0.9940 -1.0094 -1.0273 -1.0384 -1.0441 -1.0351 -1.0346
0.1944 0.1927 0.1911 0.2062 0.1974 0.2042 0.2061 0.2062 0.2062 0.2062 0.2061 0.2061 0.2061 0.2061 0.2061 0.2061 0.2062 0.2062 0.2061 0.2061 0.2061 0.2061 0.2061 0.2061 0.0871 0.0892 0.0855 0.0825 0.0726 0.0696 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022
-0.9752 -0.9942 -1.013 -0.7138 -0.913 -0.8131 -0.8902 -0.7226 -0.7409 -0.7599 -0.7794 -0.7993 -0.8194 -0.8397 -0.86 -0.8801 -0.7316 -0.7503 -0.7697 -0.7893 -0.8093 -0.8296 -0.8499 -0.8701 -1.437 -1.692 -1.969 -2.321 -2.767 -3.464 -1.325 -947.4 -1007 -883.1 -1005 -927.8 -1004 -947.4 -883.1 -927.8 -0.7235 -0.7416 -0.7605 -0.7799 -0.7996 -0.8196 -0.8398 -0.8599 -0.88
0.6897 0.6898 0.6898 0.3495 0.5764 0.4632 0.3504 0.3494 0.3496 0.3497 0.3498 0.3499 0.35 0.3501 0.3502 0.3503 0.3496 0.3497 0.3498 0.3499 0.35 0.3501 0.3502 0.3503 1.437 1.694 1.967 2.316 2.759 3.404 1.457e-011 3.522 5.297e-005 2.532 -0.0004742 2.382 -0.001219 -3.522 -2.533 -2.385 -0.3506 -0.3505 -0.3504 -0.3502 -0.3501 -0.35 -0.3499 -0.3498 -0.3497
125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 71.81 127.1 85.26 136.3 106.6 161.7 71.81 85.26 106.6 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Helman O. Mozo
Page
Job
250 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P 163.20 0.0 -0.00 0.0 61.40 0.0 0.0 174.37 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 52.54 0.0 20.10 0.0 233.04 0.0 0.0 239.73 0.0 1.23 0.0 3.0 0.0 -0.26 0.0 0.0 D29Z0P 36.68 0.0 -3.39 0.0 -61.62 0.0 0.0 71.79 0.0 -0.99 0.0 3.3 0.0 -0.23 0.0 0.0 D137Z93P 0.58 0.0 0.93 0.0 -58.55 0.0 0.0 58.56 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 34.67 0.0 1.65 0.0 -36.35 0.0 0.0 50.26 0.0 0.97 0.0 3.5 0.0 0.28 0.0 0.0 D212Z93P 157.90 0.0 -0.00 0.0 61.70 0.0 0.0 169.53 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 50.97 0.0 -18.48 0.0 209.45 0.0 0.0 216.36 0.0 -1.22 0.0 3.3 0.0 0.25 0.0 0.0 D287Z93P 0.58 0.0 -0.81 0.0 153.35 0.0 0.0 153.36 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-6": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P -0.5807 0.0000 -0.8658 -162.6201 -0.0000 -60.5389 0.0000 0.0000 0.0000 D1Z93P -1.2532 0.0000 -1.8622 1.2532 -0.0000 1.8622 -0.0004 -0.0002 0.0021 D2Z0P -1.8892 0.0000 -2.8141 -50.6490 -20.1010 -230.2233 0.0000 0.0000 0.0000 D3Z9P -1.8892 0.0000 -2.8141 1.8892 0.9403 2.7508 -0.0138 940.3467 -63.2178 D4Z13P -1.8892 0.0000 -2.8141 1.8892 0.1883 2.8014 -0.0142 188.3409 -12.6626 D5Z19P -8.8934 0.0000 -8.6372 8.8934 -0.0000 8.6372 -0.0167 -0.0007 -0.0011 D6Z26P -1.7624 0.0000 -2.8810 1.7624 0.8772 2.8221 -0.0234 877.2245 -58.9770 D7Z31P -1.7624 0.0000 -2.8810 1.7624 0.1928 2.8681 -0.0237 192.8239 -12.9654 D8Z26P -7.0790 0.0000 -5.8231 7.0790 -0.0000 5.8231 -0.0236 -0.0001 -0.0011 D9Z13P -3.2400 0.0000 -4.3117 3.2400 -0.0000 4.3117 -0.0165 -0.0001 -0.0005 D10Z31P -10.2654 0.0000 -7.6810 10.2654 -0.0000 7.6810 -0.0242 -0.0004 -0.0012 D11Z36P -5.0732 0.0000 -6.1519 5.0731 -0.0000 6.1519 -0.0244 -0.0008 -0.0014 D12Z45P -1.8548 0.0000 -2.8509 1.8547 -0.0000 2.8509 -0.0325 -0.0014 -0.0007 D13Z45P -1.8548 0.0000 -2.8509 1.8547 0.9232 2.7888 -0.0324 923.1935 -62.0678 D14Z50P -1.8548 0.0000 -2.8509 1.8547 0.1908 2.8380 -0.0312 190.8036 -12.8301 D15Z55P -4.4539 0.0000 -6.8412 4.4539 -0.0000 6.8412 -0.0298 -0.0011 -0.0007 D16Z68P -9.9102 0.0000 -6.3306 9.9102 0.0000 6.3306 -0.0229 0.0007 -0.0039 D17Z68P -9.9102 0.0000 -6.3306 9.9102 -0.0000 6.3306 -0.0226 -0.0007 -0.0010 D18Z55P -10.1865 0.0000 -7.2972 10.1865 0.0000 7.2972 -0.0299 0.0009 -0.0038 D19Z75P -2.4632 0.0000 -3.4757 2.4632 0.0000 3.4756 -0.0112 0.0015 -0.0031 D20Z75P -8.5800 0.0000 -3.9317 8.5799 -0.0000 3.9317 -0.0133 -0.0017 -0.0017 D21Z81P -2.0041 0.0000 -2.8153 2.0041 0.0000 2.8153 -0.0058 0.0014 -0.0022 D22Z81P -2.0041 0.0000 -2.8153 2.0041 -0.0000 2.8153 -0.0043 -0.0010 -0.0029 D23Z86P -1.5665 0.0000 -2.2294 1.5665 -0.0000 2.2294 -0.0017 -0.0009 -0.0039 D24Z86P -1.5665 0.0000 -2.2294 1.5665 0.0000 2.2294 -0.0005 0.0006 -0.0009 D25Z90P -1.3723 0.0000 -2.0018 1.3723 0.0000 2.0018 -0.0000 0.0017 0.0003 D26Z90P -1.3723 0.0000 -2.0018 1.3723 -0.0000 2.0018 0.0008 -0.0012 -0.0052 D27Z93P -1.2532 0.0000 -1.8622 1.2532 0.0000 1.8622 -0.0007 0.0000 -0.0068 D28Z50P -1.8548 0.0000 -2.8509 1.8547 -0.0000 2.8509 -0.0312 -0.0012 -0.0007 D29Z0P -1.8892 0.0000 -2.8141 -34.7919 3.3906 64.4368 0.0000 0.0000 0.0000 D30Z9P -1.8892 0.0000 -2.8141 1.8892 -0.9403 2.8773 -0.0148 -940.3457 63.2167 D31Z19P -3.6516 0.0000 -5.6951 3.6516 0.0000 5.6951 -0.0157 0.0000 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
251 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
252 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
253 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
254 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
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255 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
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256 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
17:07:07 03/17/10
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0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1238
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -----------------------------------------------------------------------D127P -62.35 8054.44 -824.44 -2662.68 24.82 3142.70 -466.07 D128P -62.35 2662.68 -24.82 2593.42 -1897.22 2574.98 -941.61 D129P -62.34 -972.67 811.53 -2084.17 -546.13 -1524.07 132.32 D130P -62.34 365.08 -71.85 -145.17 -715.34 89.33 -319.76 D131P -62.34 -1255.11 -1141.84 -178.82 729.55 -440.34 -126.61 D132P -62.33 257.51 1700.79 -4852.51 -8404.11 -1134.86 -1655.57 D133P -62.33 4852.52 8404.12 7515.76 14098.74 2216.69 4033.04 D134P -62.33 -836.39 1884.22 -4671.50 8770.30 -1112.20 2151.46 D135P -62.33 -836.39 -1884.22 717.69 644.50 -20.44 -213.52 D136P -62.33 -717.69 -644.50 -745.37 -864.61 -176.44 -181.99 D137P -62.33 745.37 864.61 24.20 78.77 153.22 187.83 D138P -62.33 -24.20 -78.77 699.45 952.76 133.51 172.80 D139P -62.33 -699.45 -952.76 -802.59 -1163.68 -198.05 -279.07 D140P -62.32 802.59 1163.68 236.73 329.67 191.78 275.56 D141P -62.32 -236.73 -329.67 1069.03 1970.46 174.43 343.88 D142P -62.32 -1069.03 -1970.46 -1645.21 -3050.81 -314.56 -581.92 D143P -140.11 10718.53 12013.93 5537.82 2264.15 9792.98 8601.25 D144P -754.52 -194.35 -1223.36 -6608.75 2758.89 -6428.81 1451.05 D145P -140.11 -6271.52 5119.17 -10718.53 -12013.92 -10204.23 -4140.99 D146P -140.11 -5537.82 -2264.15 -291.40 1841.44 -3511.58 -254.64 D147P -140.12 -3330.85 -145.72 -1335.05 -651.10 -2810.78 -480.01 D148P -140.13 -1951.04 325.89 -894.78 -1312.89 -1714.35 -594.58 D149P 56.69 365.41 270.45 523.76 -978.60 625.86 -498.44 D150P 56.70 143.48 749.12 -2651.02 -6695.17 -1764.98 -4185.26 D151P -33.73 -196.54 -564.85 -203.04 -194.68 -397.12 -754.86 D152P 0.06 -203.17 503.26 75.28 -287.09 -230.66 389.90 D153P 0.03 0.21 58.42 -0.02 -83.77 0.34 -45.73 D154P -754.52 -194.36 1223.36 1701.36 -2062.99 712.04 -396.72 D155P -62.33 4671.50 -8770.30 7515.76 -14098.74 1705.10 -3199.58 D156P -62.33 178.82 -729.55 -257.51 -1700.79 -23.25 -718.10 D157P -62.34 145.17 715.34 1255.11 1141.84 510.95 677.67 D158P -62.34 2084.17 546.13 -365.08 71.85 815.24 293.06 D159P -62.35 -2593.42 1897.22 972.67 -811.53 -936.27 627.18 D160P -140.11 291.40 -1841.44 2261.44 -2523.58 1537.86 -2629.53 D161P -140.11 -2261.45 2523.58 -4885.35 -4262.62 -4305.30 -1047.62 D162P -140.12 4885.35 4262.63 3330.85 145.73 4949.52 2655.64 D163P -140.12 1335.05 651.11 2022.07 -837.17 2022.36 -112.08
-0.3916 -0.4105 -0.4299 -0.4496 -0.4696 -0.4898 -0.5099 -0.5300
-0.0005 -0.0004 -0.0002 -0.0001 -0.0000 0.0001 0.0002 0.0003
-0.0088 -0.0091 -0.0092 -0.0093 -0.0094 -0.0095 -0.0095 -0.0095
Helman O. Mozo
Page
Job
257 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-140.12 -2022.07 837.18 -140.13 2866.04 1999.77 -140.13 894.78 1312.90 -140.14 -1393.46 -272.79 56.70 -654.71 158.82 56.70 614.53 1207.25 56.69 -523.76 978.58 56.69 70.39 188.67 56.68 -537.08 259.12 -33.73 203.05 194.67 -33.74 -132.86 -535.63 0.05 52.61 319.54 0.05 -13.26 217.63 0.04 3.06 -115.71 0.03 -0.98 93.53 0.02 -0.17 7.67 0.01 -0.25 -283.59 0.01 -0.14 -28.76 0.06 -75.28 287.10 0.05 19.67 343.51 0.04 -5.10 325.80 0.04 1.04 252.42 0.03 -0.39 129.75 0.02 0.02 83.79 0.02 -0.21 115.18 0.01 -0.20 86.01 0.00 -0.07 4.00 27.18 7471.79 1171.82 27.18 2772.88 -302.69 27.18 -2455.79 742.60 27.17 -1554.17 2038.17 27.17 -880.12 691.35 27.17 289.17 -1634.63 27.17 5521.98 -9141.56 27.17 -996.32 -2056.87 27.17 -996.32 2056.87 27.17 -485.66 366.81 27.17 543.61 -595.31 27.17 21.32 19.81 27.17 -640.20 819.07 27.17 763.56 -1084.85 27.17 -241.96 352.75 27.17 -1237.30 2106.36 137.97 -10694.22 12000.33 418.82 280.39 2250.19 137.97 6106.42 4460.29 137.97 5534.41 -2292.48 137.98 3314.59 -166.77 137.99 1882.33 298.48 10.49 461.71 -409.98 10.48 2174.91 1129.90 3.74 -499.09 -42.74
-2866.04 -1999.76 1951.04 -325.88 1393.46 272.80 -2753.13 -347.04 -143.48 -749.13 654.71 -158.83 -614.53 -1207.26 -365.41 -270.47 -70.39 -188.69 132.87 535.62 -499.52 209.49 -19.67 -343.49 5.10 -325.79 -1.04 -252.40 0.39 -129.73 0.21 -115.16 0.20 -85.99 0.07 -3.98 -52.61 -319.52 13.26 -217.61 -3.06 115.73 0.98 -93.51 -0.21 -58.40 0.17 -7.65 0.25 283.61 0.14 28.78 0.00 0.02 -2772.88 302.69 1658.90 3027.71 -3455.73 1475.89 -1257.77 2165.95 322.63 -1467.42 -5521.97 9141.56 8247.99 -14807.34 -5168.27 -9247.51 485.66 -366.81 -543.61 595.31 -21.32 -19.81 640.20 -819.07 -763.56 1084.85 241.96 -352.75 1237.29 -2106.36 -1814.87 3192.89 -5534.41 2292.49 -6518.87 -1383.08 10694.22 -12000.32 322.53 1846.87 1357.73 -634.16 1065.97 -1252.30 538.86 -1577.37 3587.72 -5631.36 -361.97 -72.75
17:07:07 03/17/10
-2944.65 2901.86 1378.45 -2497.95 -561.83 893.39 -801.21 -207.65 -427.58 333.86 -628.49 59.40 -14.72 3.65 -1.07 0.07 -0.09 -0.13 -230.66 59.40 -14.72 3.65 -1.07 0.34 0.07 -0.09 -0.13 2738.86 2171.14 -2947.35 -1142.21 -171.20 -1292.39 2467.91 -1244.81 -87.95 -124.12 103.99 130.79 -185.09 185.54 208.60 -353.72 -9776.28 -5895.25 10090.48 3528.28 2814.65 1776.08 704.27 4056.15 -855.77
-700.35 1008.36 955.24 -373.39 -415.50 737.95 -160.96 -57.57 49.57 725.81 -324.14 -43.20 -195.07 -663.94 -65.30 -193.87 -666.59 -59.05 -58.48 227.07 796.35 286.61 128.69 137.33 719.26 207.04 7.24 859.45 1334.99 1106.09 1707.72 -238.32 1854.04 -4292.21 -2282.68 291.09 116.03 -122.47 -158.03 251.04 -265.27 -367.52 614.14 8610.13 819.41 -4528.55 -268.44 -482.49 -574.59 -1398.84 -3168.45 -114.78
Helman O. Mozo
Page
Job
258 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
-0.03 553.25 586.82 -0.01 66.18 85.88 418.82 280.38 -2250.18 27.17 5168.28 9247.52 27.17 -322.63 1467.42 27.17 1257.77 -2165.95 27.18 3455.73 -1475.89 27.18 -1658.90 -3027.71 137.98 -322.53 -1846.87 137.98 2240.95 2478.72 137.98 -4895.20 4217.29 137.98 -1357.73 634.17 137.98 2027.61 819.47 137.98 -2832.27 1990.86 137.99 -1065.97 1252.31 137.99 1641.81 -16.40 10.49 -970.24 505.20 10.49 649.27 658.81 10.49 -538.86 1577.35 10.49 -437.63 1116.36 10.50 323.50 -382.34 3.74 361.98 72.76 3.74 -236.10 526.49 -0.03 293.09 328.16 -0.03 209.13 299.39 -0.02 147.78 89.53 -0.02 103.49 161.38 -0.01 31.82 72.30 -0.01 8.36 -87.36 -0.00 0.41 27.64 -0.03 -437.10 432.42 -0.03 -243.11 288.66 -0.02 -174.86 169.31 -0.02 -123.83 100.27 -0.02 -84.35 98.40 -0.01 -48.51 53.83 -0.01 -16.79 -32.83 -0.01 -2.48 -55.20 -0.00 0.30 -13.13 50.30 -14903.96 1508.15 50.29 -6390.59 -138.83 50.29 3124.95 682.51 50.29 1370.33 2037.79 50.29 566.13 712.45 50.28 -596.39 -1667.80 50.28 -5365.23 -9135.02 50.28 1119.19 -2064.15 50.28 1119.19 2064.15 50.28 206.72 379.25 50.28 -327.27 -639.33 50.28 39.58 -8.30 50.28 316.10 937.68
437.10 -432.40 48.51 -53.81 1936.28 932.30 8247.99 14807.33 -289.17 1634.63 880.13 -691.35 1554.17 -2038.17 2455.79 -742.60 -2240.95 -2478.71 4895.20 -4217.29 -3314.59 166.78 -2027.61 -819.46 2832.27 -1990.85 -1882.33 -298.47 -1641.81 16.41 2085.24 653.09 -2174.91 -1129.91 970.24 -505.21 -649.27 -658.82 -461.71 409.97 437.63 -1116.37 236.11 -526.48 -806.14 -23.43 243.11 -288.65 174.86 -169.30 123.83 -100.25 84.35 -98.38 16.79 32.85 2.48 55.21 -0.30 13.15 -293.09 -328.14 -209.13 -299.38 -147.78 -89.51 -103.49 -161.36 -66.18 -85.86 -31.82 -72.28 -8.36 87.37 -0.41 -27.62 0.00 0.02 6390.59 138.84 -2964.51 3069.05 2969.09 1557.69 1441.46 2071.26 -834.81 -1401.06 5365.23 9135.01 -8123.29 -14852.97 5069.75 -9278.97 -206.72 -379.25 327.27 639.33 -39.58 8.30 -316.10 -937.68 408.76 1169.73
17:07:07 03/17/10
1786.20 206.85 1047.36 1877.05 -180.77 780.10 2375.84 460.34 -1544.27 4298.89 -4945.66 -2039.36 2927.64 -2840.12 -1631.19 2245.21 -2213.78 1139.92 -836.29 -633.02 535.74 594.42 -1035.83 967.10 692.57 489.87 338.80 87.68 19.56 0.21 -1316.98 -815.67 -581.92 -410.00 -271.50 -144.88 -45.36 -5.23 0.54 -4962.19 -4583.09 3038.35 1142.15 -82.51 1177.80 -2417.46 1249.73 157.16 64.40 -73.04 -54.67 95.58
278.51 57.84 -622.69 3365.48 916.57 -1042.60 -1666.47 -2178.02 -2605.77 -1047.33 2641.01 -111.62 -705.65 1019.51 764.29 383.54 -439.71 108.11 646.53 1074.33 -1054.90 -450.93 499.97 71.26 234.65 -19.33 113.62 189.65 -57.97 73.57 188.08 -19.32 143.93 -110.19 22.62 -33.29 98.38 -149.37 -23.64 959.98 1435.52 1116.92 1669.10 -211.47 1844.24 -4299.22 -2290.51 290.20 122.84 -125.64 -187.04 277.87
Helman O. Mozo
Page
Job
259 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
50.28 -408.76 -1169.73 -279.03 50.28 279.03 407.42 -852.59 50.28 852.59 2085.20 1459.81 192.82 24010.53 -8892.99 9697.79 806.67 74.75 1157.03 6147.66 192.82 -11596.96 9480.43 -24010.53 192.82 -9697.78 4990.60 5314.17 192.83 -4914.52 2100.84 304.41 192.84 -2672.51 1131.17 -652.49 -45.87 424.46 180.60 598.60 -45.88 272.20 410.40 -2220.58 45.42 292.67 569.37 260.92 -0.06 -314.83 718.78 117.39 -0.03 0.32 83.69 -0.05 806.66 74.76 -1157.02 -1925.34 50.28 -5069.75 9278.98 -8123.29 50.28 834.81 1401.06 596.39 50.29 -1441.46 -2071.26 -566.13 50.29 -2969.09 -1557.70 -1370.33 50.29 2964.51 -3069.05 -3124.95 192.83 -5314.17 6063.64 884.32 192.83 -884.32 243.52 -9025.26 192.83 9025.26 -889.98 4914.52 192.83 -304.41 2110.44 1727.14 192.84 -1727.14 644.49 -4376.26 192.84 4376.26 410.86 2672.51 192.85 652.49 1347.01 1411.27 192.85 -1411.28 8.29 -2915.48 -45.88 -739.92 320.51 -272.20 -45.87 705.44 1097.33 739.92 -45.87 -598.60 1095.57 -705.44 -45.86 78.33 277.80 -424.46 -45.86 -609.53 195.62 -78.34 45.43 -260.93 -196.31 -223.67 45.43 223.66 524.85 730.86 -0.06 80.06 374.50 -29.91 -0.05 -20.25 262.13 7.71 -0.04 4.82 -78.56 -1.71 -0.04 -1.40 121.81 0.54 -0.02 -0.23 29.85 0.23 -0.01 -0.24 -270.00 0.18 -0.01 -0.12 -23.80 0.06 -0.06 -117.39 199.82 -80.06 -0.05 29.91 297.61 20.25 -0.05 -7.71 281.74 -4.82 -0.04 1.71 222.61 1.40 -0.03 -0.54 102.95 -0.32 -0.03 0.05 60.08 0.23 -0.02 -0.23 94.46 0.24 -0.01 -0.18 79.53 0.12 -0.00 -0.06 0.73 -0.00 -22.84 -14921.02 -1409.31 6513.01
-407.42 -126.91 -291.02 -2085.20 -120.21 -351.63 3192.49 267.99 611.64 -4990.60 20306.21 -8363.61 -2897.44 5880.07 -1644.66 8893.00 -21385.88 11035.09 -6063.63 -2640.73 -646.40 -2110.43 -2777.18 -5.78 -1347.00 -2003.01 -130.02 -1095.58 720.10 -644.03 -6473.53 -1371.41 -4267.67 196.31 550.19 760.99 -199.81 -356.11 936.03 -60.06 0.49 42.63 2053.45 -874.39 423.56 14852.97 -1845.82 3376.27 1667.80 422.88 906.76 -712.45 -732.55 -1015.75 -2037.79 -2057.88 -1705.09 -682.51 -92.68 -2167.19 -243.51 -2668.59 3506.10 889.99 -5969.63 682.84 -2100.83 8397.46 -1801.70 -644.48 857.07 883.11 -410.86 -3676.74 140.74 -1131.16 4246.25 -433.91 -8.28 1243.23 806.46 -192.62 -2606.48 -111.04 -410.41 -712.40 -63.28 -320.52 1017.35 546.77 -1097.34 -917.87 -1.25 -180.61 -243.63 68.41 -277.82 -484.17 -57.86 -524.84 -481.61 -716.71 -281.99 948.65 241.36 -297.59 90.45 138.71 -281.72 -22.60 -35.34 -222.60 5.61 -543.17 -102.93 -1.55 34.04 -94.44 0.01 -116.50 -79.51 -0.11 -630.38 -0.71 -0.11 -44.20 -374.48 -356.11 -315.01 -262.11 90.45 64.02 78.58 -22.60 649.88 -121.79 5.61 181.85 -83.67 -1.55 34.77 -29.83 0.49 54.55 270.02 0.01 657.38 23.82 -0.11 186.39 0.02 -0.11 1.34 -398.54 -4900.79 -1053.74
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
260 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-22.84 -6513.01 398.54 -22.84 3077.57 -699.65 -22.84 1653.71 -2316.28 -22.84 -357.59 326.50 -22.84 4759.66 -3884.39 -22.84 -7708.97 11636.14 -22.84 1041.65 1965.29 -22.84 1041.65 -1965.29 -22.84 443.96 -677.87 -22.83 -541.08 936.74 -22.83 67.45 -18.27 -22.83 405.51 -1150.31 -22.83 -454.19 1273.40 -22.83 268.26 -376.01 -22.83 678.24 -1927.74 -156.14 -24002.79 -8839.05 -409.89 -355.60 -2210.53 -156.14 11541.29 9560.23 -156.14 9712.82 5035.30 -156.14 4925.26 2133.58 -156.15 2640.72 1163.79 -3.45 534.04 -331.48 -3.44 2513.10 1219.45 1.24 470.86 29.36 0.03 477.82 467.22 0.01 82.81 85.96 -409.89 -355.59 2210.52 -22.84 -4885.38 -9057.01 -22.84 -1659.97 813.25 -22.84 -1042.99 2121.01 -22.84 -2784.28 998.05 -22.84 2716.75 3520.15 -156.14 5336.52 6136.73 -156.14 903.42 266.43 -156.14 -9009.40 -878.28 -156.14 310.03 2144.04 -156.14 1746.47 656.51 -156.15 -4343.22 410.89 -156.15 -749.11 1397.54 -156.15 1565.64 119.12 -3.44 -1101.95 332.39 -3.45 744.78 778.50 -3.45 -615.58 1457.98 -3.45 -492.73 1117.57 -3.45 312.31 -353.60 1.23 -366.82 -64.30 1.23 229.73 -538.87 0.03 321.16 353.72 0.02 239.55 293.36 0.02 171.96 90.99 0.02 122.26 160.94 0.01 46.37 72.37
-2716.75 -3520.15 -4521.68 -1529.28 2784.28 -998.05 2922.59 -846.43 1042.99 -2121.01 1095.40 -1802.43 1659.97 -813.25 399.95 -149.48 7708.97 -11636.14 3079.47 -3833.23 -8213.84 14877.61 -2853.75 4751.89 4885.38 9057.01 1196.84 2225.72 -443.96 677.87 102.94 -221.74 541.08 -936.74 118.79 -194.71 -67.46 18.27 -121.16 190.14 -405.51 1150.31 -66.84 223.82 454.19 -1273.40 113.36 -319.58 -268.26 376.01 -133.31 304.36 -678.24 1927.74 -85.92 325.21 1283.61 -3028.27 227.36 -574.36 -9712.83 -5035.29 -20310.61 -8358.04 7720.92 1377.68 6960.11 -787.03 24002.79 8839.05 21347.80 11050.62 -5336.52 -6136.72 2636.33 -663.51 -310.03 -2144.03 2780.26 -6.30 749.11 -1397.53 2042.07 -140.81 615.58 -1457.99 809.18 -1259.56 4443.15 -6475.90 4896.31 -3699.86 366.81 64.29 832.52 93.08 459.07 -385.39 1689.78 147.60 64.13 -53.88 265.01 57.85 -2630.34 -837.81 -1410.83 648.59 -8213.84 -14877.61 -1832.70 -3348.66 -4759.66 3884.40 -1896.81 1388.02 357.59 -326.50 -250.10 654.80 -1653.71 2316.28 -2104.63 1571.75 -3077.57 699.65 -208.44 2437.68 -903.42 -266.43 2670.54 3536.33 9009.40 878.28 5971.58 689.59 -4925.26 -2133.57 -8394.38 -1814.37 -1746.47 -656.50 -865.32 896.10 4343.22 -410.88 3668.49 147.97 -2640.72 -1163.78 -4207.19 -453.54 -1565.64 -119.11 -1394.42 770.14 2510.14 1209.73 2455.29 800.51 -2513.10 -1219.46 -2544.53 -624.38 1101.95 -332.41 1299.86 313.99 -744.78 -778.51 -957.52 478.26 -534.04 331.46 -722.71 1019.93 492.73 -1117.58 566.65 -1035.52 -229.74 538.86 -592.90 471.64 668.23 -7.40 892.45 -542.92 273.82 -298.41 1073.11 99.76 203.43 -167.01 798.97 227.89 143.94 -100.76 569.76 -17.62 102.01 -98.21 404.49 113.15 29.95 32.81 137.64 189.71
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
261 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00
17.31 3.73 -459.07 -273.82 -203.43 -143.94 -102.01 -64.13 -29.95 -7.24 -1.74
-87.36 27.57 385.40 298.43 167.02 100.78 98.23 53.90 -32.79 -55.23 -13.16
7.24 1.74 -321.16 -239.55 -171.96 -122.26 -82.81 -46.37 -17.31 -3.73 -0.00
55.25 13.18 -353.70 -293.34 -90.97 -160.92 -85.94 -72.35 87.37 -27.56 0.02
17:07:07 03/17/10
44.27 9.87 -1407.22 -925.93 -677.07 -480.11 -333.34 -199.28 -85.24 -19.78 -3.14
-57.91 73.50 57.17 9.18 137.17 -108.48 22.15 -33.28 98.44 -149.31 -23.71
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 7 "COMBO 2-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0006712 4.112e-005 -0.00677 0.2359 0.2806 0.1150 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01603 -940.3 63.22 0.0000 0.0000 0.0000 -3.506 -947.4 71.81 D4Z13P 0.01543 188.3 -12.66 0.0000 0.0000 0.0000 0.01543 181.6 0.6771 D5Z19P 0.0173 1.168e-005 -0.001165 -0.0027 0.0330 0.0086 -6.323 -6.34 18.73 D6Z26P 0.02593 -877.2 58.97 0.0000 0.0000 0.0000 -2.507 -883.1 85.26 D7Z31P 0.02532 192.8 -12.97 0.0000 0.0000 0.0000 0.02532 187.3 18.35 D8Z26P 0.02616 0.0009909 -0.00221 -0.0015 0.0393 0.0124 -5.807 -5.832 26.28 D9Z13P 0.018 0.0002201 -0.001321 0.0041 -0.0162 0.0084 -6.685 -6.703 13.34 D10Z31P 0.02591 0.0006333 -0.002398 0.0075 -0.0214 0.0188 -5.468 -5.494 31.32 D11Z36P 0.02545 0.0005047 -0.002488 -0.0057 0.0304 0.0190 -5.133 -5.158 36.32 D12Z45P 0.03428 0.002166 -0.003722 -0.0003 0.0437 0.0225 -4.569 -4.601 44.57 D13Z45P 0.03424 -923.2 62.06 0.0000 0.0000 0.0000 -2.349 -927.8 106.6 D14Z50P 0.03212 190.8 -12.83 0.0000 0.0000 0.0000 0.03212 186.6 37.53 D15Z55P 0.03042 0.000928 -0.003961 -0.0028 0.2072 0.0178 -3.853 -3.882 55.28 D16Z68P 0.0234 -0.0008615 -0.0009083 -0.0016 -0.3589 0.1100 3.055 -3.032 67.95 D17Z68P 0.02305 0.000657 -0.003994 -0.0373 -0.2402 0.0574 -3.008 -3.031 67.95 D18Z55P 0.03086 -0.001135 -0.0006243 -0.0039 0.2014 0.0561 3.914 -3.884 55.28 D19Z75P 0.01166 -0.001682 -0.001742 -0.0049 -0.0032 0.0952 2.545 -2.535 75.35 D20Z75P 0.01356 0.001594 -0.003321 0.0416 -0.1482 0.0501 -2.52 -2.532 75.35 D21Z81P 0.005769 -0.001176 -0.002713 -0.0227 -0.0783 0.1066 2.138 -2.134 81.32 D22Z81P 0.004791 0.001247 -0.002118 0.0041 -0.0263 0.0479 -2.128 -2.131 81.32 D23Z86P 0.001556 0.0006298 -0.0009736 -0.0126 -0.0348 0.0522 -1.825 -1.826 85.87 D24Z86P 0.0009077 -0.0009188 -0.003908 0.0192 -0.0154 0.1109 1.827 -1.827 85.87 D25Z90P -0.0003622 -0.001324 -0.005093 -0.0878 -0.0600 0.1114 1.576 -1.578 89.59 D26Z90P -0.0002495 0.001686 0.0002959 0.0479 -0.0522 0.0514 -1.577 -1.575 89.6 D27Z93P 0.0004659 -0.0002186 0.002111 -0.0902 0.1398 0.0499 -1.325 -1.325 93.34 D28Z50P 0.03221 0.001319 -0.003882 0.0130 -0.0935 0.0341 -4.182 -4.213 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01504 940.3 -63.22 0.0000 0.0000 0.0000 3.538 933.3 -54.63 D31Z19P 0.01765 -0.0007275 -0.0009698 -0.0013 0.0259 0.0219 6.358 -6.341 18.73 D32Z26P 0.02432 877.2 -58.98 0.0000 0.0000 0.0000 2.557 871.4 -32.69 D33Z26P 0.02435 -0.0002306 -0.0009008 -0.0029 0.0393 0.0304 5.857 -5.833 26.28 D34Z13P 0.01767 -7.028e-005 -0.0003243 0.0099 -0.0027 0.0177 6.721 -6.703 13.34 D35Z31P 0.0254 -0.0005058 -0.001031 0.0012 -0.0012 0.0398 5.52 -5.495 31.32 D36Z36P 0.02583 -0.0007949 -0.001193 0.0009 0.0309 0.0439 5.184 -5.159 36.32 D37Z45P 0.03344 -0.001389 -0.0005536 -0.0022 0.0439 0.0533 4.637 -4.605 44.57 D38Z45P 0.0334 923.2 -62.07 0.0000 0.0000 0.0000 2.417 918.6 -17.49 D39Z50P 0.03217 -0.001261 -0.0005707 -0.0070 -0.0787 0.0685 4.247 -4.216 50.35 D40Z113P 0.1505 -0.0001951 0.009233 -0.0110 0.5584 0.1070 -1.174 -1.325 113.3 D41Z113P 0.1505 0.0002601 -0.01489 0.0188 0.5601 0.1775 1.476 -1.325 113.2 D42Z110P 0.1189 -0.000173 0.00853 0.0159 0.5312 0.0975 -1.206 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
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263 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.1189 0.0003151 0.08942 -0.0002274 0.08942 0.000336 0.06223 -0.0001956 0.06226 0.000261 0.03793 -0.0001168 0.03787 0.0002104 0.01708 2.677e-005 0.01727 -0.0001053 0.00644 0.002727 0.0262 0.002894 0.04919 0.001107 0.07532 0.0009953 0.1037 0.000473 0.1344 0.0004264 0.1666 0.0002885 0.009951 -0.006787 0.02782 -0.0006236 0.05011 -0.002485 0.07567 -0.0001999 0.104 -0.0008578 0.1344 -0.0001257 0.1667 -0.0002191 0.1851 0.0002784 0.1948 -0.0005281 0.1947 0.0008005 0.185 -0.0001093 0.2116 0.0001528 0.2117 0.0009419 0.2293 0.0001083 0.2294 0.0005714 0.2473 0.000252 0.2473 0.0005812 0.2657 0.0001924 0.2658 0.000323 0.2847 0.0003207 0.2847 0.0003006 0.3037 0.0002854 0.3038 6.712e-005 0.323 -0.00019 0.3231 0.000429 0.3642 0.0005203 0.3641 -0.0003849 0.3362 -0.0002736 0.3498 0.0007252 0.3499 -0.0005903 0.3362 0.0004666 0.5391 -0.0003367 0.5391 -9.132e-005 0.3728 -0.0003048 0.3818 0.0005147 0.3909 -0.0003473
-0.01405 0.007658 -0.01303 0.0066 -0.0118 0.005337 -0.01036 0.003848 -0.008632 0.003046 -0.009602 0.006023 -0.01248 0.008138 -0.01451 0.009545 -0.00766 0.004652 -0.01111 0.00718 -0.01358 0.008923 -0.01526 -0.01206 0.00452 -0.01045 0.006233 0.004807 -0.01081 0.005095 -0.01109 0.005307 -0.01137 0.005521 -0.01158 0.005671 -0.01178 0.005826 -0.01193 -0.01208 0.005934 0.002102 -0.008324 -0.01086 0.003415 -0.0096 0.004712 0.003118 -0.0095 -0.008518 0.002422 -0.00883
-0.0336 -0.0161 0.0462 0.0333 -0.0884 -0.0438 0.1363 0.0894 -0.2562 -0.0057 0.0213 0.0046 0.0084 -0.0013 0.0051 0.0019 0.0079 -0.0075 -0.0131 -0.0034 -0.0025 -0.0006 -0.0141 -0.0856 0.0167 -0.0481 0.0635 -0.0242 0.0174 0.0038 0.0055 -0.0033 0.0045 -0.0007 0.0067 -0.0022 0.0028 -0.0016 0.0135 0.0025 -0.0046 -0.0002 -0.0219 -0.0148 0.0185 -0.0244 0.0071 0.0055 -0.0015 0.0016 0.0082 -0.0026
17:07:07 03/17/10
0.5231 0.4821 0.4976 0.4625 0.4305 0.3595 0.4233 0.3903 0.2573 0.2969 0.3628 0.4235 0.4710 0.5091 0.5473 0.5502 0.2940 0.3523 0.4182 0.4677 0.5080 0.5466 0.5606 0.5570 0.6288 0.6346 0.5481 0.7047 0.7109 0.7210 0.7178 0.7325 0.7323 0.7554 0.7546 0.7672 0.7675 0.7743 0.7722 0.7776 0.7824 0.8810 0.8875 0.7960 0.8152 0.8172 0.7745 1.0330 1.0332 0.9137 0.9341 0.9567
0.1671 0.0880 0.1567 0.0784 0.1463 0.0689 0.1359 0.0594 0.1254 0.0547 0.1307 0.0737 0.1515 0.0927 0.1723 0.1117 0.1202 0.0642 0.1411 0.0832 0.1619 0.1022 0.1827 0.2032 0.1205 0.2121 0.1182 0.1206 0.2100 0.1208 0.2079 0.1209 0.2058 0.1211 0.2038 0.1212 0.2017 0.1213 0.1996 0.1975 0.1215 0.1102 0.2068 0.2016 0.1154 0.2063 0.1212 0.1102 0.2067 0.2068 0.1102 0.2068
1.444 -1.236 1.414 -1.263 1.387 -1.287 1.363 -1.308 1.342 -1.319 1.351 -1.276 1.4 -1.221 1.459 -1.158 1.335 -1.297 1.375 -1.249 1.429 -1.191 1.492 1.087 -0.4952 0.8847 -0.7167 -0.4784 0.9017 -0.4607 0.9194 -0.4427 0.9373 -0.4243 0.9558 -0.4053 0.9747 -0.3863 0.9938 1.013 -0.3669 0.01418 0.7141 0.9129 -0.1135 0.8132 -0.2405 0.1891 0.8891 0.7228 0.03176 0.7409
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.322 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -1.332 -1.326 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9014 -0.6905 -0.6892 -0.9018 -0.6898 -0.6891 -0.6899 -0.6894 -0.6897 -0.6894 -0.6898 -0.6897 -0.6897 -0.6897 -0.6897 -0.6899 -0.6902 -0.6896 -0.3495 -0.3504 -0.5769 -0.4626 -0.4639 -0.5762 -0.3503 -0.3501 -0.3503 -0.3495 -0.3503
109.9 106.6 106.6 103.3 103.3 99.99 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
264 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.4003 0.0004037 0.002667 0.0073 0.9771 0.1102 0.4098 -0.0002932 -0.009069 -0.0016 0.9946 0.2068 0.4195 0.0002986 0.002842 0.0067 1.0016 0.1102 0.4292 -0.0002642 -0.009237 -0.0018 1.0065 0.2068 0.439 0.0001928 0.002966 0.0065 1.0172 0.1102 0.4489 -0.0002303 -0.009359 -0.0017 1.0260 0.2068 0.4588 8.686e-005 0.003052 0.0064 1.0324 0.1102 0.4689 -0.0001982 -0.009441 -0.0017 1.0373 0.2068 0.4789 -1.908e-005 0.003101 0.0063 1.0415 0.1102 0.489 -0.0001663 -0.009487 -0.0016 1.0447 0.2067 0.4991 -0.0001248 0.003116 0.0058 1.0388 0.1102 0.5091 -0.0001356 -0.009498 -0.0016 1.0321 0.2067 0.5191 -0.0002307 0.003118 0.0055 1.0329 0.1102 0.5291 -0.000106 -0.0095 -0.0015 1.0332 0.2067 -0.001398 -0.0005198 0.001463 0.0551 0.0052 0.0482 0.001132 0.001845 -0.0003734 -0.0225 -0.0200 0.0529 0.003842 0.00096 -0.001559 0.0204 -0.0463 0.0495 0.007651 0.001119 -0.002573 -0.0014 -0.0751 0.0499 0.02144 0.004014 -0.004061 0.0028 -0.0256 0.0426 0.06371 0.001205 -0.006537 0.0185 -0.1502 0.0444 0.01506 0.000719 -2.062e-005 0.0021 0.0850 0.0053 0.01606 0.0003049 -0.00117 -0.0013 0.0853 -0.0007 0.3818 -0.0003476 -0.008674 0.0035 0.9338 0.2068 0.4003 -0.0003149 -0.00895 -0.0031 0.9759 0.2068 0.4195 -0.0002799 -0.009154 -0.0014 1.0015 0.2068 0.439 -0.0002468 -0.009298 -0.0018 1.0183 0.2068 0.4588 -0.0002143 -0.0094 -0.0017 1.0324 0.2068 0.4789 -0.0001821 -0.009464 -0.0017 1.0404 0.2068 0.4991 -0.0001507 -0.009493 -0.0016 1.0386 0.2067 0.5191 -0.0001207 -0.009499 -0.0015 1.0340 0.2067 -0.002634 0.002177 -0.006381 -0.0663 -0.0066 0.1119 0.0006645 -0.002047 -0.004454 0.0090 -0.0033 0.1119 0.002633 -0.0006305 -0.00342 -0.0144 -0.0566 0.1088 0.009746 -0.001702 -0.002165 -0.0123 -0.0593 0.1026 0.01229 -0.00154 -0.001667 0.0006 -0.0247 0.0927 0.06376 -0.001063 0.001702 -0.0094 -0.1109 0.0857 0 0 0 0.0000 0.0000 0.0000 0.0006549 -2.836e-005 -0.00693 -0.2433 0.2910 -0.0384 940.4 0.0007285 63.22 0.0000 0.0000 0.0000 1000 4.423e-005 113.8 0.0000 0.0000 0.0000 877.2 -0.000228 58.98 0.0000 0.0000 0.0000 1000 -0.0005235 105 0.0000 0.0000 0.0000 923.2 -0.001392 62.07 0.0000 0.0000 0.0000 1000 -0.001251 111.3 0.0000 0.0000 0.0000 0.01711 -0.001838 -0.001427 0.0039 -0.3706 -0.0549 0.02403 -0.001505 -0.0009791 -0.0032 0.2130 -0.0105 0.007473 -0.000603 -0.00227 -0.0035 -0.0049 -0.0341 0.001973 -0.0004555 -0.00327 0.0028 -0.0347 -0.0384 -0.0003732 -6.457e-005 -0.004269 -0.0294 -0.0100 -0.0409 -0.001366 0.0008629 -0.005394 0.0782 -0.0722 -0.0395 940.4 -0.0004235 63.22 0.0000 0.0000 0.0000 0.01607 -0.0004153 0.0002612 -0.0023 0.0859 0.0018
17:07:07 03/17/10
0.05027 0.7598 0.06946 0.7792 0.08898 0.7989 0.1088 0.8189 0.1289 0.839 0.1491 0.8591 0.1691 0.8791 -1.441 -1.691 -1.964 -2.308 -2.739 -3.341 7.038 -7.006 0.7318 0.7503 0.7695 0.789 0.8088 0.8289 0.8491 0.8691 1.437 1.693 1.97 2.326 2.773 3.469 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.048 3.907 2.541 2.134 1.826 1.575 947.4 7.039
-0.3496 -0.3503 -0.3497 -0.3503 -0.3498 -0.3502 -0.3499 -0.3502 -0.35 -0.3502 -0.3501 -0.3501 -0.3502 -0.3501 -1.44 -1.69 -1.967 -2.315 -2.756 -3.404 -7.022 -7.022 -0.3503 -0.3503 -0.3503 -0.3502 -0.3502 -0.3502 -0.3502 -0.3501 -1.438 -1.694 -1.968 -2.318 -2.762 -3.406 1.457e-011 1.325 -3.522 4.423e-005 -2.533 -0.0005235 -2.385 -0.001251 3.029 3.882 2.533 2.132 1.826 1.577 3.522 7.022
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 127.1 85.26 136.3 106.6 161.7 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59
Helman O. Mozo
Page
Job
265 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0 0.01712 0.0004794 877.2 -0.0004743 0.02179 -0.0004722 0.01822 0.0001522 0.02226 -0.0005417 0.02226 -0.0006084 0.02704 -0.0008923 923.2 -0.0008888 0.02549 -0.001241 0.1511 0.0003735 0.1195 0.0004971 0.09005 0.0003926 0.06284 0.000398 0.03833 0.0003083 0.01754 0.0003961 0.02657 -0.002476 0.07593 -0.0002917 0.135 0.0003501 0.01012 0.006947 0.05064 0.00308 0.1046 0.00162 0.1673 0.001024 0.1858 0.0006976 0.1957 0.0003093 0.2123 0.0009165 0.2298 0.0006562 0.2476 0.0006252 0.2658 0.0003632 0.2846 0.000323 0.3035 9.713e-005 0.3227 7.48e-005 0.3632 -0.0004501 0.3355 -9.505e-005 0.349 -2.034e-005 0.5393 -9.092e-005 0.3719 -0.0002541 0.3901 -0.0002373 0.4091 -0.0002276 0.4286 -0.0002141 0.4485 -0.0001953 0.4686 -0.0001759 0.4889 -0.0001561 0.5091 -0.0001333 0.5292 -0.000105 0.3809 -0.0003186 0.3995 -0.000295 0.4188 -0.0002654 0.4385 -0.0002365 0.4585 -0.0002072 0.4787 -0.0001779 0.499 -0.0001489
0 -0.000614 58.98 -0.0006905 2.064e-005 -0.0008684 -0.001069 -0.0007574 62.07 -0.000864 -0.0149 -0.01407 -0.01307 -0.01185 -0.01044 -0.008752 -0.009704 -0.01253 -0.01453 -0.007799 -0.01118 -0.01361 -0.01527 -0.01201 -0.01032 -0.01065 -0.01098 -0.01122 -0.01146 -0.01164 -0.01181 -0.01194 -0.008347 -0.0108 -0.00958 -0.009519 -0.008522 -0.008835 -0.009075 -0.009248 -0.00937 -0.009453 -0.009499 -0.009515 -0.009518 -0.008698 -0.008973 -0.009176 -0.009319 -0.009421 -0.009485 -0.009513
0.0000 0.0000 0.0000 0.0036 0.0105 -0.0074 0.0000 0.0000 0.0000 0.0053 0.0264 -0.0096 -0.0070 -0.0127 -0.0073 0.0008 -0.0055 -0.0143 0.0026 0.0160 -0.0149 0.0035 0.0309 -0.0175 0.0000 0.0000 0.0000 0.0073 -0.0863 -0.0277 -0.0163 0.5612 -0.0956 0.0327 0.5229 -0.0861 -0.0470 0.4981 -0.0765 0.0865 0.4317 -0.0670 -0.1393 0.4262 -0.0575 0.2515 0.2608 -0.0479 -0.0252 0.3661 -0.0527 -0.0095 0.4719 -0.0718 -0.0008 0.5467 -0.0908 -0.0121 0.2981 -0.0432 0.0107 0.4201 -0.0622 0.0008 0.5082 -0.0813 -0.0034 0.5526 -0.1004 0.0591 0.5475 -0.1056 0.0148 0.6244 -0.1074 -0.0170 0.6967 -0.1078 0.0119 0.7131 -0.1081 0.0042 0.7249 -0.1085 0.0068 0.7480 -0.1089 0.0049 0.7597 -0.1092 0.0057 0.7678 -0.1096 0.0023 0.7751 -0.1099 -0.0011 0.8801 -0.0995 0.0173 0.7623 -0.1101 0.0323 0.7998 -0.1045 -0.0014 1.0399 -0.0995 -0.0102 0.9164 -0.0995 -0.0023 0.9635 -0.0995 -0.0024 0.9998 -0.0995 -0.0021 1.0152 -0.0995 -0.0020 1.0331 -0.0995 -0.0020 1.0442 -0.0995 -0.0019 1.0499 -0.0995 -0.0017 1.0408 -0.0995 -0.0015 1.0404 -0.0995 0.0017 0.9427 -0.0995 0.0004 0.9837 -0.0995 0.0000 1.0087 -0.0995 -0.0005 1.0242 -0.0995 -0.0005 1.0394 -0.0995 -0.0006 1.0485 -0.0995 -0.0009 1.0457 -0.0995
17:07:07 03/17/10
7.6 6.358 883.1 5.855 6.721 5.517 5.18 4.63 927.8 4.24 1.476 1.445 1.415 1.388 1.363 1.343 1.352 1.401 1.46 1.335 1.376 1.43 1.492 1.087 0.8857 0.9023 0.9198 0.9376 0.9558 0.9746 0.9935 1.013 0.7132 0.9122 0.8124 0.8893 0.7219 0.7401 0.7591 0.7786 0.7985 0.8186 0.8389 0.8591 0.8792 0.7309 0.7495 0.7688 0.7885 0.8085 0.8287 0.849
7.6 6.341 2.532 5.832 6.703 5.494 5.158 4.602 2.382 4.213 1.325 1.325 1.325 1.325 1.325 1.325 1.323 1.325 1.325 1.332 1.328 1.327 1.326 0.9024 0.6903 0.6909 0.6907 0.6906 0.6904 0.6903 0.6901 0.6901 0.3495 0.5766 0.4633 0.3499 0.3497 0.3498 0.3498 0.3498 0.3498 0.3498 0.3498 0.3499 0.3499 0.3497 0.3497 0.3497 0.3498 0.3498 0.3498 0.3499
0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.5192 -0.00012 D206Z92P -0.00327 -0.002354 D207Z88P -8.667e-006 0.001448 D208Z84P 0.001135 -0.0003878 D209Z79P 0.005132 -0.000378 D210Z72P 0.007028 -0.001088 D211Z62P 0.05968 -0.000754 D212Z93P 0 0 D213Z93P 0.0004285 0.0002034 D214Z9P 0.01588 -940.3 D215Z13P 0.01557 -188.3 D216Z26P 0.02176 -877.2 D217Z31P 0.02217 -192.8 D218Z45P 0.027 -923.2 D219Z50P 0.02544 -190.8 D220Z68P 0.01705 0.001863 D221Z55P 0.02383 0.001713 D222Z75P 0.00738 0.0004663 D223Z81P 0.00225 0.0001681 D224Z86P -0.0006813 0.0002215 D225Z90P -0.000898 -0.001311 D226Z9P 0.01719 940.3 D227Z9P 0.01744 -0.0006619 D228Z0P 0 0 D229Z19P 0.01662 0.0002488 D230Z26P 0.02305 877.2 D231Z26P 0.02322 -0.000176 D232Z13P 0.01874 -0.0003293 D233Z31P 0.02262 0.0005074 D234Z36P 0.02186 0.0009688 D235Z45P 0.02774 0.0002118 D236Z45P 0.0277 923.2 D237Z50P 0.02552 0.001231 D238Z113P 0.1511 -0.0003056 D239Z110P 0.1195 -0.0003051 D240Z107P 0.09005 -0.0002864 D241Z103P 0.06281 -0.0002885 D242Z100P 0.03839 -0.0002847 D243Z97P 0.01736 -0.000262 D244Z98P 0.02821 0.0002935 D245Z105P 0.07628 -0.0003045 D246Z112P 0.1351 -0.0003476 D247Z95P 0.006571 -0.002852 D248Z102P 0.04971 -0.001558 D249Z108P 0.1044 -0.000978 D250Z115P 0.1672 -0.0006989 D251Z117P 0.1858 -0.0004861 D252Z118P 0.1956 -9.933e-005 D253Z119P 0.2123 0.000169 D254Z121P 0.2298 3.266e-005 D255Z122P 0.2476 0.0002151 D256Z124P 0.2658 0.0001588
-0.009518 -0.006615 -0.004745 -0.003791 -0.002762 -0.002209 0.001476 0 0.00225 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 -0.003435 -0.003581 -0.002662 -0.001673 -0.0005696 0.000535 63.22 -0.001502 0 -0.001518 58.97 -0.002374 -0.001699 -0.002519 -0.002587 -0.003473 62.06 -0.003549 0.009228 0.008532 0.007675 0.006638 0.005401 0.003947 0.004732 0.007205 0.00892 0.003163 0.006072 0.008146 0.009538 0.006145 0.004448 0.004774 0.00502 0.005271 0.005452
-0.0014 0.0522 -0.0225 0.0040 0.0032 -0.0101 0.0086 0.0000 0.0937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0012 0.0018 0.0004 -0.0086 0.0199 -0.0442 0.0000 0.0009 0.0000 -0.0018 0.0000 -0.0034 -0.0086 -0.0117 -0.0007 -0.0049 0.0000 -0.0158 0.0109 -0.0167 0.0162 -0.0324 0.0459 -0.0858 0.0104 0.0039 0.0014 0.0096 -0.0032 0.0006 -0.0092 -0.0695 -0.0423 0.0070 -0.0024 -0.0030 -0.0009
17:07:07 03/17/10
1.0399 0.0098 -0.0051 -0.0331 -0.0684 -0.0028 -0.1200 0.0000 0.1461 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3654 0.2161 -0.0011 -0.0352 -0.0126 -0.0302 0.0000 0.0872 0.0000 0.0158 0.0000 0.0296 -0.0287 -0.0204 0.0187 0.0335 0.0000 -0.0915 0.5562 0.5311 0.4825 0.4641 0.3617 0.3948 0.3556 0.4686 0.5462 0.3023 0.4255 0.5092 0.5584 0.5636 0.6300 0.7007 0.7105 0.7247 0.7473
-0.0995 0.8692 -0.0367 1.437 -0.0410 1.692 -0.0393 1.969 -0.0394 2.321 -0.0329 2.767 -0.0353 3.464 0.0000 1.9e-015 -0.0891 -1.325 0.0000 3.538 0.0000 0.01557 0.0000 2.555 0.0000 0.02217 0.0000 2.41 0.0000 0.02544 -0.0919 -3.014 -0.0404 -3.859 -0.0749 -2.526 -0.0825 -2.13 -0.0874 -1.827 -0.0880 -1.577 0.0000 -3.505 -0.0027 -7.005 0.0000 -7.6 -0.0174 -6.324 0.0000 -2.51 -0.0239 -5.81 -0.0146 -6.684 -0.0317 -5.472 -0.0347 -5.136 -0.0416 -4.575 0.0000 -2.355 -0.0551 -4.189 -0.1566 -1.174 -0.1454 -1.205 -0.1341 -1.235 -0.1229 -1.262 -0.1116 -1.287 -0.1004 -1.308 -0.1060 -1.297 -0.1285 -1.249 -0.1510 -1.19 -0.0947 -1.318 -0.1172 -1.275 -0.1398 -1.221 -0.1623 -1.158 -0.1819 -0.7158 -0.1904 -0.4944 -0.1888 -0.4777 -0.1871 -0.4602 -0.1855 -0.4424 -0.1839 -0.4242
0.3499 1.437 1.694 1.967 2.315 2.759 3.404 1.325 1.325 -933.3 -181.6 -871.4 -187.3 -918.6 -186.6 3.033 3.885 2.534 2.133 1.827 1.575 947.4 7.022 7.6 6.341 883.1 5.833 6.703 5.495 5.159 4.603 927.8 4.216 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.322 1.323 1.324 1.324 0.9012 0.6899 0.6902 0.69 0.6902 0.6902
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -54.63 0.6772 -32.69 18.35 -17.49 37.52 67.95 55.28 75.35 81.32 85.87 89.6 71.81 8.588 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2846 0.3035 0.3225 0.3631 0.3356 0.349 0.5393 0.3719 0.3901 0.4091 0.4286 0.4485 0.4686 0.4888 0.5091 0.5292 0.3809 0.3995 0.4189 0.4385 0.4585 0.4787 0.499 0.5191 -0.001589 -0.0002436 0.001157 0.0054 0.007175 0.05971 0 940.4 1000 877.2 1000 923.2 1000 940.4 877.2 923.2 0.3728 0.3909 0.4098 0.4292 0.4489 0.4689 0.489 0.5091 0.5291
0.000303 0.005634 -0.0042 0.7602 -0.1823 0.0002607 0.005764 0.0055 0.7650 -0.1806 0.0001979 0.005895 -0.0052 0.7690 -0.1790 0.0005824 0.002166 -0.0216 0.8880 -0.1927 0.0003092 0.004683 -0.0248 0.7825 -0.1849 0.0002124 0.003437 -0.0356 0.8029 -0.1911 -0.0003364 0.003185 0.0055 1.0403 -0.1926 0.0006176 0.002343 0.0094 0.9203 -0.1926 0.0004177 0.002624 0.0042 0.9637 -0.1926 0.0003423 0.002834 0.0055 1.0015 -0.1926 0.0002346 0.002978 0.0052 1.0134 -0.1926 0.0001336 0.003083 0.0053 1.0330 -0.1926 3.02e-005 0.00315 0.0053 1.0443 -0.1926 -7.312e-005 0.003182 0.0054 1.0516 -0.1926 -0.0001777 0.003185 0.0054 1.0391 -0.1926 -0.0002833 0.003185 0.0055 1.0402 -0.1926 0.0004899 0.002483 0.0120 0.9407 -0.1926 0.000387 0.002729 0.0035 0.9829 -0.1926 0.0002868 0.002905 0.0057 1.0087 -0.1926 0.0001847 0.00303 0.0052 1.0253 -0.1926 8.182e-005 0.003116 0.0054 1.0394 -0.1926 -2.134e-005 0.003165 0.0053 1.0474 -0.1926 -0.0001252 0.003182 0.0054 1.0459 -0.1926 -0.0002304 0.003185 0.0055 1.0410 -0.1926 0.0006832 0.001639 -0.0517 0.0154 -0.0864 -0.001278 -6.039e-005 0.0271 0.0092 -0.0884 0.000263 -0.001108 -0.0136 -0.0392 -0.0848 3.046e-005 -0.002199 -0.0037 -0.0604 -0.0818 0.0007341 -0.002732 0.0071 -0.0024 -0.0721 0.0008215 -0.006245 -0.0113 -0.1182 -0.0691 0 0 0.0000 0.0000 0.0000 -0.0006425 -63.22 0.0000 0.0000 0.0000 -4.861e-005 -139.1 0.0000 0.0000 0.0000 -0.0001651 -58.98 0.0000 0.0000 0.0000 0.000568 -130.9 0.0000 0.0000 0.0000 0.0002115 -62.07 0.0000 0.0000 0.0000 0.001275 -137 0.0000 0.0000 0.0000 0.0002913 -63.22 0.0000 0.0000 0.0000 0.0009783 -58.98 0.0000 0.0000 0.0000 0.002166 -62.07 0.0000 0.0000 0.0000 0.000639 0.002262 -0.0015 0.9089 0.1102 0.0005212 0.002544 0.0048 0.9567 0.1102 0.0003959 0.002755 0.0047 0.9928 0.1102 0.0002776 0.002904 0.0049 1.0082 0.1102 0.0001617 0.003009 0.0050 1.0261 0.1102 4.644e-005 0.003076 0.0050 1.0372 0.1102 -6.837e-005 0.003109 0.0052 1.0429 0.1102 -0.0001776 0.003117 0.0054 1.0339 0.1102 -0.0002839 0.003118 0.0055 1.0334 0.1102
Joint Support Reactions for Load Case "COMBO 2-1":
17:07:07 03/17/10
-0.4054 0.6903 125.1 -0.3865 0.6903 126.5 -0.3675 0.6902 127.9 0.0131 0.3506 130.9 -0.2411 0.577 128.9 -0.1143 0.4635 129.9 0.1893 0.3497 140.9 0.02187 0.3506 131.4 0.04009 0.3504 132.6 0.05911 0.3503 133.7 0.07862 0.3502 134.8 0.09845 0.3501 135.9 0.1186 0.35 137 0.1388 0.3499 138.1 0.1591 0.3498 139.2 0.1792 0.3497 140.3 0.03087 0.3505 132 0.04951 0.3504 133.1 0.06886 0.3503 134.2 0.0885 0.3502 135.3 0.1085 0.3501 136.4 0.1287 0.35 137.5 0.149 0.3499 138.7 0.1691 0.3498 139.8 -1.441 1.441 91.63 -1.693 1.691 87.87 -1.967 1.968 83.77 -2.31 2.316 78.59 -2.753 2.761 71.98 -3.345 3.406 62.39 -1.325 1.457e-011 93.33 933.3 3.522 -54.63 993.3 -4.861e-005 -125.8 871.4 2.533 -32.69 994.5 0.000568 -99.6 918.6 2.383 -17.5 995.8 0.001275 -86.61 933.3 -3.522 -54.63 871.4 -2.532 -32.69 918.6 -2.381 -17.5 0.02284 -0.3494 131.4 0.04091 -0.3495 132.6 0.05981 -0.3496 133.7 0.07919 -0.3497 134.8 0.09887 -0.3498 135.9 0.1189 -0.35 137 0.139 -0.3501 138.1 0.1591 -0.3502 139.2 0.1791 -0.3503 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -162.72 0.0 0.00 0.0 61.92 0.0 0.0 174.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -38.49 0.0 -3.44 0.0 -63.44 0.0 0.0 74.28 0.0 -1.06 0.0 -3.6 0.0 0.28 0.0 0.0 D29Z0P -56.26 0.0 20.07 0.0 235.13 0.0 0.0 242.60 0.0 1.31 0.0 -3.4 0.0 0.25 0.0 0.0 D137Z93P -0.58 0.0 -0.82 0.0 152.62 0.0 0.0 152.62 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -54.51 0.0 -18.28 0.0 209.70 0.0 0.0 217.44 0.0 -1.30 0.0 -3.6 0.0 -0.31 0.0 0.0 D212Z93P -157.47 0.0 0.00 0.0 61.74 0.0 0.0 169.14 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -37.42 0.0 1.59 0.0 -36.99 0.0 0.0 52.64 0.0 1.07 0.0 -3.9 0.0 -0.29 0.0 0.0 D287Z93P -0.58 0.0 0.88 0.0 -58.25 0.0 0.0 58.26 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.5807 0.0000 -0.8658 162.1387 -0.0000 -61.0552 0.0000 0.0000 0.0000 D1Z93P 1.2532 0.0000 -1.8622 -1.2532 0.0000 1.8622 0.0007 0.0000 -0.0068 D2Z0P 1.8892 0.0000 -2.8141 36.6006 3.4412 66.2558 0.0000 0.0000 0.0000 D3Z9P 1.8892 0.0000 -2.8141 -1.8892 -0.9403 2.8773 0.0160 -940.3450 63.2163 D4Z13P 1.8892 0.0000 -2.8141 -1.8892 0.1883 2.8014 0.0154 188.3409 -12.6629 D5Z19P 10.1636 0.0000 -8.6372 -10.1635 0.0000 8.6372 0.0173 0.0000 -0.0012 D6Z26P 1.7624 0.0000 -2.8810 -1.7624 -0.8772 2.9400 0.0259 -877.2228 58.9734 D7Z31P 1.7624 0.0000 -2.8810 -1.7624 0.1928 2.8681 0.0253 192.8239 -12.9652 D8Z26P 8.3673 0.0000 -5.8231 -8.3673 0.0000 5.8231 0.0262 0.0010 -0.0022 D9Z13P 3.5673 0.0000 -4.3117 -3.5673 0.0000 4.3117 0.0180 0.0002 -0.0013 D10Z31P 12.3259 0.0000 -7.6810 -12.3258 0.0000 7.6810 0.0259 0.0006 -0.0024 D11Z36P 5.0732 0.0000 -6.1519 -5.0731 0.0000 6.1519 0.0255 0.0005 -0.0025 D12Z45P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0343 0.0022 -0.0037 D13Z45P 1.8548 0.0000 -2.8509 -1.8547 -0.9232 2.9129 0.0342 -923.1922 62.0632 D14Z50P 1.8548 0.0000 -2.8509 -1.8547 0.1908 2.8380 0.0321 190.8036 -12.8300 D15Z55P 4.4539 0.0000 -6.8412 -4.4539 0.0000 6.8412 0.0304 0.0009 -0.0040 D16Z68P 9.9102 0.0000 -6.3306 -9.9102 -0.0000 6.3306 0.0234 -0.0009 -0.0009 D17Z68P 9.9102 0.0000 -6.3306 -9.9102 0.0000 6.3306 0.0230 0.0007 -0.0040 D18Z55P 10.1865 0.0000 -7.2972 -10.1865 -0.0000 7.2972 0.0309 -0.0011 -0.0006 D19Z75P 2.4632 0.0000 -3.4757 -2.4632 -0.0000 3.4757 0.0117 -0.0017 -0.0017 D20Z75P 8.5800 0.0000 -3.9317 -8.5799 0.0000 3.9316 0.0136 0.0016 -0.0033 D21Z81P 2.0041 0.0000 -2.8153 -2.0041 -0.0000 2.8153 0.0058 -0.0012 -0.0027 D22Z81P 2.0041 0.0000 -2.8153 -2.0041 0.0000 2.8153 0.0048 0.0012 -0.0021 D23Z86P 1.5665 0.0000 -2.2294 -1.5665 0.0000 2.2294 0.0016 0.0006 -0.0010 D24Z86P 1.5665 0.0000 -2.2294 -1.5665 -0.0000 2.2294 0.0009 -0.0009 -0.0039 D25Z90P 1.3723 0.0000 -2.0018 -1.3723 -0.0000 2.0018 -0.0004 -0.0013 -0.0051 D26Z90P 1.3723 0.0000 -2.0018 -1.3723 0.0000 2.0018 -0.0002 0.0017 0.0003 D27Z93P 1.2532 0.0000 -1.8622 -1.2532 -0.0000 1.8622 0.0005 -0.0002 0.0021 D28Z50P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0322 0.0013 -0.0039 D29Z0P 1.8892 0.0000 -2.8141 54.3663 -20.0708 -232.3184 0.0000 0.0000 0.0000 D30Z9P 1.8892 0.0000 -2.8141 -1.8892 0.9403 2.7508 0.0150 940.3461 -63.2176 D31Z19P 3.6516 0.0000 -5.6951 -3.6516 -0.0000 5.6951 0.0177 -0.0007 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
269 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
270 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
271 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
272 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
273 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
274 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
-0.0906 -0.0907 -0.0909 -0.0910 -0.0911 -0.0913 -0.0914 -0.0972
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 63.51 -15488.49 1009.66 6262.99 -82.60 -5377.28 540.35 D128P 63.51 -6262.99 82.60 -3939.39 1991.06 -4998.17 1015.89 D129P 63.50 1677.15 -845.18 1741.18 510.05 1704.30 -167.09 D130P 63.50 -501.59 83.89 271.08 731.35 -93.63 331.15 D131P 63.50 950.05 1135.32 -284.26 -734.31 204.46 123.15 D132P 63.49 -582.84 -1699.69 4676.80 8407.38 1011.12 1656.65 D133P 63.49 -4676.80 -8407.38 -7402.05 -14092.95 -2164.82 -4032.59 D134P 63.49 965.51 -1880.17 4586.57 -8771.11 1121.13 -2150.80 D135P 63.49 965.51 1880.17 -424.47 -648.29 93.19 212.17 D136P 63.49 424.47 648.29 500.71 867.25 111.57 182.77 D137P 63.49 -500.71 -867.25 -99.12 -91.14 -119.43 -190.82 D138P 63.49 99.12 91.14 -357.21 -1019.22 -51.03 -183.50 D139P 63.49 357.21 1019.22 455.48 1242.71 107.16 298.25 D140P 63.49 -455.48 -1242.71 -252.43 -355.39 -130.63 -294.89 D141P 63.49 252.43 355.39 -807.24 -2139.82 -116.28 -373.98 D142P 63.49 807.25 2139.83 1446.23 3306.99 261.16 631.24 D143P 158.80 -23918.43 8847.80 -9676.51 5002.38 -20237.91 8343.48 D144P 795.45 103.27 1165.76 6990.67 -2901.76 6703.66 -1640.50 D145P 158.79 11658.50 -10245.54 23918.43 -8847.81 21367.52 -11467.48 D146P 158.80 9676.50 -5002.39 -5286.56 6042.86 2644.55 626.79 D147P 158.81 4918.28 -2116.75 -301.09 2120.71 2781.44 2.38 D148P 158.82 2692.95 -1151.49 606.03 1382.31 1987.34 139.05 D149P -57.85 -423.39 -173.37 -603.25 1087.55 -722.62 643.47 D150P -57.86 -201.53 -361.36 2815.99 7070.32 1840.24 4722.25 D151P 36.31 227.52 588.11 233.39 198.89 458.09 782.17 D152P -0.06 223.42 -546.47 -82.83 218.44 253.56 -591.64 D153P -0.03 -0.23 -83.67 0.01 60.06 -0.39 -42.60 D154P 795.45 103.28 -1165.75 -2145.08 2135.70 -964.73 458.29 D155P 63.49 -4586.57 8771.11 -7402.05 14092.95 -1677.31 3198.88 D156P 63.50 284.26 734.31 582.84 1699.69 256.20 719.18 D157P 63.50 -271.08 -731.35 -950.05 -1135.32 -445.58 -681.13 D158P 63.50 -1741.18 -510.05 501.59 -83.89 -587.85 -281.67 D159P 63.51 3939.39 -1991.06 -1677.15 845.18 1306.84 -661.95 D160P 158.80 5286.56 -6042.87 -920.92 298.73 2629.90 -3460.32 D161P 158.80 920.92 -298.74 8979.65 -830.40 5964.20 -680.20 D162P 158.80 -8979.65 830.39 -4918.28 2116.75 -8372.25 1775.38 D163P 158.81 301.09 -2120.72 -1739.03 666.92 -866.23 -875.78
0.3909 0.4098 0.4292 0.4489 0.4689 0.4890 0.5091 0.5291
0.0005 0.0004 0.0003 0.0002 0.0000 -0.0001 -0.0002 -0.0003
0.0025 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
Helman O. Mozo
Page
Job
275 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
158.81 1739.03 158.82 -4369.95 158.82 -606.03 158.82 1348.72 -57.86 749.09 -57.85 -703.29 -57.85 603.25 -57.84 -70.11 -57.84 575.52 36.31 -233.40 36.32 174.48 -0.06 -57.75 -0.05 14.57 -0.04 -3.38 -0.04 1.04 -0.02 0.20 -0.01 0.25 -0.01 0.12 -0.06 82.83 -0.05 -21.59 -0.05 5.59 -0.04 -1.17 -0.03 0.40 -0.03 -0.01 -0.02 0.22 -0.01 0.18 -0.00 0.06 -22.38 -14911.27 -22.37 -6368.71 -22.37 3115.57 -22.37 1357.85 -22.37 582.01 -22.37 -618.85 -22.37 -5352.09 -22.37 1126.42 -22.37 1126.42 -22.37 193.65 -22.37 -300.45 -22.37 52.17 -22.37 289.80 -22.37 -408.44 -22.37 261.13 -22.37 986.51 -145.50 23890.85 -394.89 -381.95 -145.50 -11458.77 -145.50 -9673.83 -145.50 -4900.94 -145.51 -2612.96 -9.93 -531.45 -9.92 -2426.35 -1.69 535.55
-666.93 4369.95 -426.45 -2692.95 -1382.32 -1348.72 35.68 3124.40 -317.45 201.53 -1089.45 -749.09 -1087.54 703.29 -277.13 423.39 -253.74 70.11 -198.88 -174.49 533.02 544.38 -368.04 21.59 -263.36 -5.59 78.85 1.17 -121.87 -0.40 -29.85 -0.22 270.00 -0.18 23.80 -0.06 -218.45 57.75 -297.14 -14.57 -281.73 3.38 -222.62 -1.04 -102.95 0.23 -60.08 -0.20 -94.46 -0.25 -79.53 -0.12 -0.73 -0.00 -1301.83 6368.71 269.36 -3021.14 -716.85 3054.93 -2050.89 1368.27 -685.94 -782.58 1633.45 5352.08 9150.44 -8142.10 2055.09 5087.63 -2055.09 -193.65 -364.88 300.45 592.89 -52.17 -27.79 -289.80 -869.04 408.44 1149.11 -261.13 -385.79 -986.51 -2295.61 1634.11 8883.49 9673.84 -2245.58 6864.09 -9628.96 -23890.85 -4977.80 5253.64 -2096.91 276.12 -1137.63 -806.85 327.67 -619.88 -1231.51 -3890.30 51.88 394.15
426.44 3680.11 -144.87 1151.48 -4254.76 436.77 -35.69 -1177.56 -854.23 90.78 2694.65 76.18 361.37 669.11 30.91 317.47 -1022.29 -543.38 1089.46 919.64 1.36 173.38 248.67 -73.02 277.14 454.44 16.48 -533.01 -405.39 -727.40 -225.52 714.45 305.62 297.12 -65.22 -127.90 281.71 16.19 33.11 222.60 -3.99 543.70 102.93 1.14 -34.17 94.44 -0.04 116.49 79.51 0.11 630.38 0.71 0.11 44.20 368.02 253.56 269.76 263.34 -65.22 -60.96 -78.87 16.19 -650.37 121.86 -3.99 -181.74 83.66 1.14 -34.79 29.84 -0.39 -54.54 -270.02 -0.04 -657.38 -23.82 0.11 -186.39 -0.02 0.11 -1.34 -269.36 -4979.21 -915.80 -3109.41 -4600.11 -1391.35 -1436.82 3076.48 -1073.77 -2183.99 1107.35 -1720.21 1477.01 -61.60 242.93 -9150.44 1169.00 -1856.53 14809.80 -2418.48 4294.24 9252.02 1254.80 2283.23 364.88 160.65 -291.11 -592.89 59.59 -115.50 27.79 -70.21 123.58 869.04 -46.98 166.33 -1149.11 92.07 -266.10 385.79 -123.55 283.23 2295.61 -152.03 400.26 -3484.97 303.71 -669.92 4977.80 20219.69 8350.17 1303.93 6125.51 -889.84 -8883.50 -21231.00 -11118.59 6044.54 -2662.77 642.61 2106.85 -2786.04 5.99 1357.34 -2060.13 132.36 1465.66 -810.39 1262.27 5817.01 -4446.11 3227.60 74.49 923.99 125.59
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
276 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -394.89 -22.37 -22.37 -22.37 -22.37 -22.37 -145.50 -145.50 -145.50 -145.50 -145.50 -145.51 -145.51 -145.51 -9.92 -9.92 -9.92 -9.93 -9.93 -1.69 -1.70 0.03 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 -49.83 -49.83 -49.82 -49.82 -49.82 -49.82 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81
-599.54 -82.81 -381.94 -5087.63 782.58 -1368.27 -3054.93 3021.14 -5253.64 -899.61 8989.35 -276.12 -1746.96 4329.12 806.85 -1641.49 1095.71 -741.35 619.88 496.64 -342.67 -394.16 279.92 -326.34 -239.15 -172.07 -122.23 -46.36 -17.31 -3.73 481.54 274.09 203.40 143.95 102.01 64.13 29.95 7.24 1.74 7414.29 2772.95 -2458.03 -1565.27 -861.98 269.52 5536.99 -991.10 -991.09 -490.29 570.50 60.82 -790.36
-614.91 -85.86 2245.57 -9252.02 -1477.01 2183.99 1436.82 3109.41 -6044.54 -250.07 881.39 -2106.86 -644.65 -407.80 -1357.35 -161.49 -368.37 -783.84 -1465.64 -1125.99 414.73 -74.50 -528.65 -321.72 -300.98 -89.18 -161.37 -72.40 87.36 -27.58 -443.24 -286.24 -169.93 -100.09 -98.39 -53.86 32.78 55.23 13.16 -1290.39 214.59 -713.86 -2021.84 -716.52 1670.46 9133.77 2059.74 -2059.74 -386.09 652.49 23.77 -1059.41
-481.54 443.23 -64.13 53.84 -2403.90 -824.57 -8142.10 -14809.80 618.85 -1633.45 -582.01 685.94 -1357.85 2050.89 -3115.57 716.85 899.61 250.06 -8989.35 -881.39 4900.95 2096.90 1746.95 644.64 -4329.12 407.79 2612.96 1137.62 1641.49 161.48 -2338.04 -1061.60 2426.35 1231.53 -1095.71 368.38 741.35 783.85 531.45 -327.66 -496.64 1126.00 -279.93 528.64 858.73 10.73 -274.09 286.23 -203.40 169.91 -143.95 100.07 -102.01 98.37 -29.95 -32.80 -7.24 -55.25 -1.74 -13.18 326.34 321.71 239.15 300.97 172.07 89.16 122.23 161.36 82.81 85.84 46.36 72.38 17.31 -87.38 3.73 27.56 -0.00 -0.02 -2772.95 -214.59 1590.34 -2975.86 -3371.44 -1598.00 -1332.10 -2058.77 371.25 1395.13 -5536.99 -9133.77 8227.25 14845.62 -5149.65 9278.60 490.29 386.09 -570.50 -652.49 -60.82 -23.77 790.36 1059.40 -892.94 -1294.64
17:07:07 03/17/10
-1949.84 -265.02 -1316.29 -1850.95 414.08 -711.64 -2092.67 -54.55 -2622.91 -5957.21 8367.65 886.05 -3660.29 4181.97 1474.90 -2397.31 2479.08 -1293.05 958.13 723.64 -590.76 -669.95 1131.65 -1082.96 -798.17 -569.97 -404.44 -137.64 -44.28 -9.87 1457.11 925.69 677.20 480.08 333.34 199.28 85.24 19.77 3.14 2705.30 2137.59 -2906.45 -1176.92 -150.70 -1300.95 2466.88 -1240.00 -86.26 -127.93 101.48 168.29 -221.95
-309.64 -57.74 671.41 -3366.46 -919.05 1047.21 1653.98 2210.34 -3490.65 -681.60 1794.15 -880.85 -142.69 439.65 -720.40 -736.80 607.55 -292.43 -479.89 -1023.18 1084.48 451.34 -514.74 -64.02 -236.40 19.65 -113.63 -189.74 57.92 -73.51 -219.21 26.56 -145.68 110.50 -22.63 33.39 -98.47 149.32 23.71 -877.21 -1352.75 -1152.64 -1657.55 208.40 -1843.27 4297.68 2289.54 -288.26 -125.25 125.18 214.16 -310.39
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-49.81 892.94 1294.64 -49.81 -294.16 -450.14 -49.81 -1369.41 -2320.92 -171.75 -10668.96 -11978.42 -764.54 -166.35 -1214.50 -171.74 6147.71 -4337.69 -171.75 5519.76 2285.35 -171.76 3314.47 163.24 -171.77 1925.77 -304.93 44.83 -366.47 -277.67 44.85 -213.58 -798.25 -42.80 -261.64 -546.64 0.06 294.72 -675.35 0.03 -0.30 -58.44 -764.53 -166.35 1214.49 -49.81 5149.65 -9278.60 -49.82 -371.25 -1395.13 -49.82 1332.10 2058.77 -49.82 3371.44 1598.00 -49.83 -1590.34 2975.86 -171.75 -331.13 1826.71 -171.75 2244.58 -2471.77 -171.75 -4890.38 -4206.85 -171.76 -1354.77 -638.82 -171.76 2017.90 -815.55 -171.76 -2859.79 -1985.36 -171.77 -947.39 -1276.34 -171.77 1460.61 227.20 44.84 645.47 -161.86 44.84 -616.67 -1215.14 44.84 519.10 -986.62 44.83 -78.68 -189.37 44.83 571.43 -201.40 -42.80 230.53 192.19 -42.81 -182.00 -527.50 0.05 -74.95 -325.99 0.05 18.94 -216.41 0.04 -4.50 115.43 0.03 1.35 -93.46 0.02 0.19 -7.66 0.01 0.24 283.59 0.01 0.14 28.76 0.06 109.89 -268.50 0.05 -28.00 -343.98 0.04 7.22 -325.82 0.04 -1.58 -252.41 0.03 0.52 -129.75 0.02 -0.05 -83.79 0.02 0.22 -115.18 0.01 0.19 -86.01 0.00 0.07 -4.00 28.63 7433.23 1232.81
294.16 450.14 1369.41 2320.91 -2015.57 -3539.18 -5519.76 -2285.36 -5765.86 2750.93 10668.96 11978.42 331.13 -1826.72 1354.77 638.81 947.39 1276.33 -519.10 986.63 2058.40 6095.76 -230.53 -192.20 -109.88 268.48 0.05 83.77 1481.68 -1985.11 8227.25 -14845.62 -269.52 -1670.46 861.98 716.52 1565.27 2021.85 2458.03 713.86 -2244.58 2471.76 4890.38 4206.84 -3314.47 -163.25 -2017.90 815.55 2859.79 1985.35 -1925.77 304.92 -1460.61 -227.21 2546.98 451.56 213.58 798.26 -645.47 161.87 616.67 1215.15 366.47 277.68 78.68 189.39 182.01 527.50 -685.93 265.71 28.00 343.96 -7.22 325.80 1.58 252.40 -0.52 129.74 -0.22 115.16 -0.19 85.99 -0.07 3.98 74.95 325.97 -18.94 216.39 4.50 -115.45 -1.35 93.44 0.30 58.42 -0.19 7.64 -0.24 -283.61 -0.14 -28.78 0.00 -0.02 -2896.83 457.04
17:07:07 03/17/10
219.05 225.35 -392.29 -9752.24 -5605.83 10100.10 3524.63 2812.79 1730.82 -623.33 1298.52 -489.15 333.37 -0.44 621.48 1871.54 -189.33 800.60 2341.13 501.25 -1551.63 4298.17 -4942.68 -2031.72 2938.37 -2882.87 -1450.60 2414.21 604.66 -888.39 799.44 202.57 457.59 410.01 -862.60 -84.67 21.14 -5.27 1.48 -0.04 0.09 0.13 333.37 -84.67 21.14 -5.27 1.48 -0.44 -0.04 0.09 0.13 2644.14
321.96 392.08 -679.14 -8592.64 1451.90 4589.03 276.28 483.16 585.19 499.02 3728.77 -734.31 -733.84 45.70 -364.11 -3375.19 -905.79 1012.68 1716.64 2131.47 2589.45 1045.22 -2632.59 106.46 704.70 -1012.31 -905.75 408.89 447.94 -741.36 160.86 62.16 -8.46 715.27 -260.19 32.41 197.30 663.41 65.42 193.88 666.59 59.05 103.67 -230.12 -795.86 -286.72 -128.66 -137.34 -719.26 -207.04 -7.24 984.96
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
28.63 28.63 28.63 28.63 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 145.19 432.07 145.19 145.19 145.20 145.21 3.84 3.83 0.75 -0.03 -0.02 432.07 28.62 28.63 28.63 28.63 28.63 145.20 145.20 145.20 145.20 145.20 145.20 145.21 145.21 3.83 3.84 3.84 3.84 3.84 0.76 0.76 -0.03 -0.03 -0.02 -0.02 -0.01
2896.83 -457.04 1341.61 3438.26 2076.42 -2408.88 728.72 -3189.36 1030.16 -2791.16 -1853.58 2303.29 -919.78 2111.68 -1126.54 79.45 -321.61 -2178.73 813.64 -644.67 -5196.35 3881.97 -7922.99 11640.99 -3240.19 7923.00 -11640.99 8310.83 -14878.29 2909.49 -910.40 -1962.25 -4956.62 -9060.22 -1184.72 -910.40 1962.24 730.93 -682.96 -30.91 -730.93 682.96 -791.65 953.45 -183.62 791.65 -953.45 -28.10 -15.27 152.02 28.10 15.27 900.58 -1256.93 183.62 -900.58 1256.93 -942.16 1370.73 -242.98 942.16 -1370.73 286.84 -413.57 226.78 -286.84 413.57 1132.06 -2083.02 177.14 -1132.06 2083.02 -1767.38 3275.26 -336.02 10665.80 -12017.35 5533.58 -2232.63 9758.66 253.56 2214.86 -7375.44 -1451.51 -6730.05 -6121.98 -4390.19 -10665.80 12017.35 -10082.76 -5533.58 2232.62 -306.65 -1745.03 -3518.21 -3326.25 128.82 -1346.80 673.23 -2815.09 -1905.35 -324.71 -1014.16 1292.11 -1758.74 -464.30 413.78 -534.57 1569.70 -703.08 -2262.52 -1117.91 -4144.35 6286.11 -4509.61 -434.37 -19.48 -334.61 -62.41 -764.25 -431.77 -438.86 -414.67 374.45 -1526.65 -66.17 -85.98 -48.51 53.85 -206.83 253.56 -2214.85 2162.42 951.69 1141.53 4956.62 9060.22 8310.83 14878.29 1856.23 2178.73 -813.65 5196.35 -3881.97 2179.12 919.78 -2111.68 -79.45 321.61 306.63 3189.36 -1030.16 1853.58 -2303.29 2391.51 -1341.61 -3438.26 2408.88 -728.72 616.54 306.65 1745.02 2264.62 2493.23 1548.96 -2264.62 -2493.23 -4874.79 4216.10 -4300.85 4874.79 -4216.10 3326.25 -128.82 4940.38 1346.80 -673.23 2034.84 830.67 2037.13 -2034.84 -830.68 -2833.88 1993.24 -2932.96 2833.88 -1993.25 1905.35 324.70 2854.95 1014.16 -1292.12 1570.24 -57.85 1556.87 -1570.24 57.84 -2260.95 -797.19 -2307.94 976.62 -469.39 2262.52 1117.93 2279.94 -652.71 -653.46 -976.62 469.40 -1146.84 534.57 -1569.69 652.71 653.47 835.70 433.81 -1107.93 464.30 -413.76 632.15 -293.63 320.67 -433.81 1107.94 -512.02 334.62 62.42 185.90 -536.78 517.32 -185.89 536.79 -615.62 -4.94 -796.58 -287.91 -360.22 -242.84 300.86 -957.26 -209.54 -291.75 -174.90 166.38 -693.38 -147.67 -91.35 -123.82 100.94 -489.66 -103.52 -160.95 -84.35 98.22 -338.85 -31.82 -72.28 -16.79 -32.86 -87.68
17:07:07 03/17/10
1460.51 876.94 1793.36 151.10 3833.82 -4752.88 -2225.76 220.34 197.34 -192.87 -245.50 346.47 -329.25 -349.88 620.98 -8584.32 721.35 4580.87 293.73 483.16 582.77 1396.11 3637.75 -81.39 -116.16 -57.96 -596.83 3349.20 -1387.42 -653.18 -1580.82 -2407.17 2553.16 1037.87 -2617.43 94.84 700.34 -1005.15 -813.23 -445.39 456.49 -129.55 -644.90 -1071.08 1005.56 -471.44 528.58 -107.06 -226.12 17.30 -113.13 -189.62
Helman O. Mozo
Page
Job
279 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00
-8.36 -0.41 414.67 242.84 174.90 123.82 84.35 48.51 16.79 2.49 -0.30
87.35 -27.64 -374.47 -300.87 -166.40 -100.96 -98.24 -53.87 32.84 55.19 13.13
-2.48 0.30 287.91 209.54 147.67 103.52 66.17 31.82 8.36 0.42 0.00
-55.21 -13.15 360.20 291.74 91.33 160.93 85.96 72.26 -87.37 27.62 -0.02
17:07:07 03/17/10
-19.56 -0.21 1267.17 815.92 581.79 410.04 271.49 144.88 45.36 5.23 -0.54
57.97 -73.57 -25.73 -16.48 -135.40 108.16 -22.14 33.18 -98.35 149.37 23.65
Helman O. Mozo
Page
Job
280 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 8 "COMBO 2-2"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.000539 0.0004148 -0.001661 0.0320 0.0841 0.0383 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01216 0.01096 -0.003596 0.0000 0.0000 0.0000 -3.51 -7.012 8.586 D4Z13P 0.0118 1000 -101.8 0.0000 0.0000 0.0000 0.0118 993.3 -88.45 D5Z19P 0.01346 0.01057 -0.0009585 0.0220 0.0655 0.5995 -6.327 -6.33 18.73 D6Z26P 0.0201 0.01794 -0.002934 0.0000 0.0000 0.0000 -2.513 -5.815 26.28 D7Z31P 0.01941 1000 -96.7 0.0000 0.0000 0.0000 0.01941 994.5 -65.38 D8Z26P 0.0203 0.01576 -0.002062 0.0277 0.0794 0.7599 -5.813 -5.817 26.28 D9Z13P 0.01389 0.01104 -0.001324 0.0383 0.0184 0.4321 -6.689 -6.692 13.34 D10Z31P 0.01993 0.01571 -0.00221 0.0664 0.0346 0.8172 -5.474 -5.479 31.32 D11Z36P 0.01941 0.01571 -0.002252 0.0285 0.0729 0.7727 -5.139 -5.142 36.32 D12Z45P 0.02587 0.0221 -0.003688 0.0179 0.0753 0.6996 -4.577 -4.581 44.57 D13Z45P 0.02584 0.02399 -0.003989 0.0000 0.0000 0.0000 -2.357 -4.579 44.57 D14Z50P 0.02378 1000 -101.7 0.0000 0.0000 0.0000 0.02378 995.8 -51.38 D15Z55P 0.0223 0.0193 -0.003889 -0.1128 0.1900 0.6053 -3.861 -3.864 55.28 D16Z68P 0.01753 0.01022 -0.001338 0.2695 -0.2623 0.0662 3.049 -3.021 67.95 D17Z68P 0.01652 0.01463 -0.00377 0.1754 -0.1164 0.4936 -3.015 -3.017 67.95 D18Z55P 0.02301 0.01513 -0.001295 -0.1563 0.1384 0.0050 3.906 -3.868 55.28 D19Z75P 0.007954 0.002738 -0.00139 -0.0018 -0.0104 0.0344 2.542 -2.531 75.35 D20Z75P 0.0102 0.009336 -0.002746 0.1562 -0.1061 0.4283 -2.524 -2.524 75.35 D21Z81P 0.003669 -0.0007472 -0.001372 0.0324 -0.0504 0.0420 2.136 -2.133 81.32 D22Z81P 0.003612 0.003338 -0.0009798 0.0426 0.0044 0.3753 -2.129 -2.129 81.32 D23Z86P 0.001169 0.001119 0.0006705 0.0295 0.0118 0.3352 -1.825 -1.825 85.88 D24Z86P 0.000174 -0.002278 -0.001487 0.0181 -0.0333 0.0419 1.827 -1.829 85.87 D25Z90P -0.001375 -0.002472 -0.00157 -0.0468 -0.0050 0.0373 1.575 -1.579 89.59 D26Z90P 0.0005905 0.0007467 0.002553 0.1035 -0.0630 0.3021 -1.576 -1.576 89.6 D27Z93P 0.0003011 0.0002882 0.005207 -0.2106 0.2494 0.2689 -1.325 -1.325 93.34 D28Z50P 0.02387 0.02047 -0.003832 0.1135 -0.0311 0.6489 -4.191 -4.194 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01153 1000 -92.29 0.0000 0.0000 0.0000 3.534 993 -83.7 D31Z19P 0.01334 0.008593 -0.0007828 -0.0102 0.0197 0.0064 6.354 -6.332 18.73 D32Z26P 0.01852 1000 -86.97 0.0000 0.0000 0.0000 2.551 994.2 -60.69 D33Z26P 0.01854 0.01226 -0.0009095 -0.0178 0.0300 0.0086 5.851 -5.821 26.28 D34Z13P 0.01337 0.009518 -0.0005257 0.0142 -0.0038 0.0072 6.717 -6.694 13.34 D35Z31P 0.01946 0.01224 -0.0009897 0.0076 -0.0001 0.0146 5.514 -5.482 31.32 D36Z36P 0.01978 0.01218 -0.001086 -0.0160 0.0175 0.0140 5.178 -5.146 36.32 D37Z45P 0.02439 0.01672 -0.001198 -0.0275 0.0284 0.0162 4.628 -4.586 44.57 D38Z45P 0.02436 1000 -92.11 0.0000 0.0000 0.0000 2.408 995.4 -47.54 D39Z50P 0.0238 0.01583 -0.001248 0.0585 -0.0528 0.0301 4.238 -4.199 50.35 D40Z113P 0.1168 0.1161 0.01649 -0.4408 0.4387 0.0970 -1.208 -1.209 113.3 D41Z113P 0.1167 0.1169 -0.002175 -0.4185 0.4277 0.1409 1.442 -1.208 113.3 D42Z110P 0.09234 0.09157 0.01537 -0.3921 0.4001 0.1257 -1.233 -1.233 110
17:07:07 03/17/10 Designed by
Helman O. Mozo
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281 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.0922 0.06946 0.06939 0.04839 0.04829 0.02953 0.02935 0.01353 0.01317 0.00832 0.02121 0.03934 0.0585 0.08104 0.1042 0.1297 0.00443 0.02076 0.03779 0.05874 0.08021 0.1044 0.1289 0.1433 0.1508 0.151 0.1435 0.1637 0.1637 0.1775 0.1775 0.1914 0.1914 0.2058 0.2057 0.2204 0.2204 0.2352 0.2352 0.25 0.2503 0.282 0.282 0.2603 0.2711 0.2707 0.2604 0.4152 0.4152 0.2885 0.2954 0.3023
0.09254 0.06891 0.06988 0.04798 0.04882 0.02922 0.02987 0.01342 0.01354 0.008546 0.02346 0.03928 0.05962 0.08054 0.1046 0.1287 0.001223 0.02036 0.03692 0.05814 0.08007 0.1036 0.1289 0.1435 0.1496 0.1515 0.1425 0.1631 0.1643 0.1767 0.1775 0.1905 0.1911 0.2046 0.2049 0.2192 0.2192 0.2338 0.2335 0.248 0.2486 0.2802 0.2788 0.2578 0.2694 0.2678 0.2588 0.4127 0.4131 0.2854 0.2936 0.2993
-0.002117 0.01398 -0.002049 0.0123 -0.001963 0.01029 -0.001871 0.007913 -0.001756 0.006611 -0.001834 0.01137 -0.002017 0.01474 -0.002152 0.01699 -0.001678 0.009216 -0.001908 0.01322 -0.002081 0.01599 -0.002197 -0.002277 0.009317 -0.002345 0.01191 0.009792 -0.002383 0.01021 -0.002361 0.01057 -0.002398 0.01088 -0.00238 0.01114 -0.002412 0.01136 -0.002399 -0.002421 0.01154 0.005652 -0.002317 -0.002367 0.007661 -0.002343 0.009645 0.007234 -0.002376 -0.002336 0.00614 -0.002346
-0.4311 -0.3907 -0.3425 -0.3170 -0.4138 -0.3390 -0.1995 -0.1757 -0.4505 -0.2422 -0.2607 -0.3217 -0.3562 -0.3910 -0.4196 -0.4079 -0.2351 -0.2803 -0.3372 -0.3647 -0.3930 -0.4266 -0.4216 -0.4735 -0.4430 -0.4959 -0.3538 -0.5713 -0.5265 -0.5461 -0.5414 -0.5629 -0.5512 -0.5791 -0.5684 -0.5900 -0.5796 -0.5926 -0.5776 -0.5880 -0.5966 -0.6647 -0.6741 -0.5845 -0.5996 -0.6227 -0.5886 -0.7819 -0.7920 -0.6997 -0.7044 -0.7353
17:07:07 03/17/10
0.4170 0.3869 0.3732 0.3299 0.3630 0.3288 0.2790 0.1945 0.3085 0.2306 0.2722 0.3238 0.3623 0.3956 0.4238 0.4348 0.2283 0.2831 0.3296 0.3660 0.3930 0.4242 0.4225 0.4572 0.4719 0.4863 0.3904 0.5506 0.5395 0.5600 0.5600 0.5677 0.5681 0.5858 0.5856 0.5932 0.5947 0.6041 0.5985 0.5985 0.6087 0.6682 0.6710 0.6155 0.6210 0.6430 0.5982 0.7867 0.7870 0.6928 0.7137 0.7294
0.1238 0.1543 0.1067 0.1829 0.0896 0.2116 0.0725 0.2402 0.0555 0.2545 0.0640 0.1972 0.0982 0.1400 0.1324 0.0827 0.0469 0.2259 0.0811 0.1686 0.1153 0.1114 0.1495 0.1654 0.0608 0.1717 0.0664 0.0606 0.1711 0.0604 0.1704 0.0601 0.1698 0.0599 0.1692 0.0597 0.1686 0.0594 0.1680 0.1673 0.0592 0.0387 0.1600 0.1694 0.0438 0.1655 0.0523 0.0387 0.1600 0.1600 0.0387 0.1600
1.417 -1.256 1.394 -1.277 1.373 -1.295 1.354 -1.311 1.338 -1.317 1.346 -1.286 1.383 -1.244 1.429 -1.195 1.329 -1.304 1.363 -1.266 1.405 -1.221 1.454 1.045 -0.5392 0.841 -0.7581 -0.5263 0.8537 -0.5125 0.8675 -0.4986 0.8814 -0.4842 0.8957 -0.4696 0.9104 -0.4548 0.9252 0.94 -0.4397 -0.06801 0.632 0.837 -0.1922 0.7341 -0.3163 0.06524 0.7652 0.6385 -0.05459 0.6523
-1.232 -1.256 -1.255 -1.277 -1.276 -1.296 -1.295 -1.312 -1.311 -1.316 -1.302 -1.286 -1.265 -1.244 -1.22 -1.196 -1.324 -1.305 -1.288 -1.267 -1.245 -1.221 -1.196 -0.7582 -0.5404 -0.5385 -0.7591 -0.5269 -0.5257 -0.5133 -0.5125 -0.4995 -0.4989 -0.4854 -0.4851 -0.4708 -0.4708 -0.4562 -0.4565 -0.442 -0.4414 -0.06983 -0.07124 -0.3189 -0.1939 -0.1955 -0.3179 0.06266 0.06306 -0.06458 -0.05639 -0.05067
109.9 106.6 106.6 103.3 103.3 99.99 99.98 96.67 96.66 95.01 98.32 101.7 105 108.3 111.6 114.9 95 98.33 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
282 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.3095 0.3076 0.006519 -0.7371 0.7442 0.0387 0.3167 0.3138 -0.002356 -0.7627 0.7574 0.1600 0.3241 0.3222 0.006792 -0.7571 0.7631 0.0387 0.3315 0.3287 -0.002361 -0.7740 0.7668 0.1600 0.339 0.3369 0.006986 -0.7700 0.7748 0.0387 0.3465 0.3438 -0.002367 -0.7876 0.7813 0.1600 0.3541 0.3519 0.00712 -0.7804 0.7861 0.0387 0.3617 0.3592 -0.002372 -0.7957 0.7897 0.1600 0.3694 0.3671 0.0072 -0.7862 0.7928 0.0387 0.3771 0.3746 -0.002377 -0.8002 0.7951 0.1600 0.3848 0.3824 0.007229 -0.7856 0.7909 0.0387 0.3924 0.39 -0.002376 -0.7931 0.7862 0.1600 0.4 0.3975 0.007233 -0.7826 0.7868 0.0387 0.4076 0.4054 -0.002376 -0.7931 0.7869 0.1600 -0.002166 -0.002081 0.004343 0.0554 -0.0139 0.2839 0.001847 0.001938 0.001546 0.0160 0.0231 0.3175 0.002845 0.002688 -0.0001652 0.0645 -0.0195 0.3536 0.005586 0.005092 -0.001652 0.0754 -0.0273 0.3995 0.01748 0.01615 -0.003807 0.0439 0.0096 0.4581 0.0462 0.04372 -0.007473 0.1532 -0.0852 0.5425 0.01154 0.008916 -0.0003348 -0.0436 0.0633 -0.0033 0.01219 0.009711 -0.001252 -0.0342 0.0852 0.2773 0.2954 0.2923 -0.002327 -0.7193 0.7142 0.1600 0.3095 0.3065 -0.002338 -0.7506 0.7449 0.1600 0.3241 0.3213 -0.002349 -0.7692 0.7640 0.1600 0.339 0.3362 -0.002356 -0.7808 0.7763 0.1600 0.3541 0.3515 -0.002363 -0.7922 0.7868 0.1600 0.3694 0.3669 -0.002368 -0.7991 0.7926 0.1600 0.3848 0.3824 -0.002374 -0.7969 0.7912 0.1600 0.4 0.3977 -0.002376 -0.7927 0.7876 0.1600 -0.001042 -0.0001747 -0.001716 -0.0617 0.0315 0.0348 -0.0008664 -0.00289 -0.001512 0.0051 -0.0211 0.0411 0.001675 -0.001621 -0.001439 0.0122 -0.0406 0.0411 0.006293 0.001487 -0.00138 0.0409 -0.0447 0.0410 0.008776 0.002491 -0.001361 0.0071 -0.0301 0.0348 0.04599 0.0409 -0.001494 0.0845 -0.0782 0.0389 0 0 0 0.0000 0.0000 0.0000 0.0004583 0.0003589 -0.008924 -0.3414 0.3604 -0.0403 1000 0.008898 92.29 0.0000 0.0000 0.0000 1000 0.008279 82.79 0.0000 0.0000 0.0000 1000 0.01223 86.97 0.0000 0.0000 0.0000 1000 0.01213 77.25 0.0000 0.0000 0.0000 1000 0.01669 92.11 0.0000 0.0000 0.0000 1000 0.01579 82.49 0.0000 0.0000 0.0000 0.01106 0.009778 -0.0004507 0.2707 -0.2685 -0.0301 0.01672 0.01463 0.0001256 -0.1559 0.1554 -0.0247 0.004547 0.003461 -0.001762 0.0037 -0.0015 -0.0334 0.0006542 -0.0001125 -0.003294 0.0287 -0.0270 -0.0361 -0.000911 -0.001439 -0.004872 -0.0146 0.0169 -0.0381 -0.0005453 -0.0007845 -0.006568 0.0899 -0.0921 -0.0401 0.01058 0.008571 0.002199 0.0000 0.0000 0.0000 0.01256 0.008719 0.0006535 -0.0477 0.0683 -0.0024
17:07:07 03/17/10
-0.04048 -0.04238 0.6667 -0.03615 -0.02586 -0.02784 0.6815 -0.02127 -0.01099 -0.01309 0.6965 -0.006162 0.004128 0.001935 0.7117 0.009167 0.01941 0.01712 0.7271 0.02462 0.03476 0.0324 0.7424 0.04005 0.05001 0.04752 0.7576 0.05539 -1.442 -1.442 -1.69 -1.69 -1.965 -1.965 -2.31 -2.311 -2.743 -2.744 -3.359 -3.361 7.034 -7.014 -7.01 -7.013 0.6454 -0.05771 0.6595 -0.04348 0.6741 -0.02874 0.689 -0.01375 0.7041 0.001481 0.7194 0.01688 0.7348 0.03235 0.75 0.04771 1.439 -1.44 1.691 -1.695 1.969 -1.969 2.322 -2.314 2.769 -2.758 3.451 -3.364 1.325 1.457e-011 1.325 1.325 1007 -3.514 1007 0.008279 1006 -2.521 1005 0.01213 1005 -2.366 1004 0.01579 3.042 3.041 3.9 3.898 2.538 2.537 2.133 2.132 1.826 1.825 1.576 1.576 7.033 3.531 7.035 7.031
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.6 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.63 87.87 83.77 78.6 71.98 62.4 93.33 93.33 100.9 96.13 113.3 108.6 136.7 132.8 67.95 55.29 75.35 81.32 85.87 89.59 8.592 8.591
Helman O. Mozo
Page
Job
283 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.01345 0.01448 0.01683 0.01434 0.01697 0.01673 0.01997 0.01859 0.01819 0.1177 0.09327 0.07037 0.04925 0.03015 0.01405 0.02009 0.05936 0.1053 0.01115 0.04079 0.08217 0.1306 0.1447 0.1521 0.1647 0.1782 0.1918 0.2059 0.2202 0.2347 0.2496 0.2804 0.2594 0.2698 0.4155 0.287 0.3011 0.3157 0.3307 0.3459 0.3613 0.3768 0.3924 0.4078 0.294 0.3083 0.3231 0.3382 0.3536 0.3691 0.3846
0 0.009392 0.01204 0.01207 0.01002 0.01221 0.01233 0.0172 0.01718 0.01584 0.117 0.09268 0.06993 0.04893 0.02994 0.01392 0.0193 0.05861 0.1045 0.01184 0.04121 0.08197 0.1298 0.1438 0.151 0.1643 0.1776 0.1911 0.2049 0.2192 0.2335 0.2481 0.2787 0.2579 0.2682 0.4131 0.2855 0.2994 0.3139 0.3288 0.3439 0.3592 0.3746 0.39 0.4054 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824
0 -0.0002861 -0.0001796 -0.0001231 0.0004416 -0.0002572 -0.0004259 0.0003036 0.0002192 0.0002327 -0.02074 -0.01952 -0.01805 -0.01626 -0.01417 -0.01166 -0.01306 -0.01725 -0.0202 -0.01026 -0.01527 -0.01885 -0.02128 -0.01616 -0.01357 -0.01408 -0.01453 -0.01491 -0.01524 -0.01553 -0.01576 -0.01596 -0.01036 -0.01416 -0.01227 -0.01206 -0.01063 -0.01108 -0.01143 -0.01168 -0.01185 -0.01197 -0.01204 -0.01205 -0.01206 -0.01087 -0.01127 -0.01157 -0.01177 -0.01192 -0.01201 -0.01205
0.0000 0.0000 0.0000 -0.0049 0.0070 -0.0082 0.0000 0.0000 0.0000 -0.0133 0.0184 -0.0114 0.0071 -0.0093 -0.0061 0.0067 -0.0068 -0.0140 -0.0162 0.0104 -0.0166 -0.0244 0.0188 -0.0202 0.0000 0.0000 0.0000 0.0704 -0.0698 -0.0224 -0.4431 0.4409 -0.0177 -0.3801 0.3937 -0.0214 -0.4144 0.3992 -0.0252 -0.2787 0.3079 -0.0290 -0.4126 0.3804 -0.0328 -0.0580 0.1007 -0.0365 -0.2966 0.2957 -0.0346 -0.3701 0.3698 -0.0271 -0.4244 0.4247 -0.0196 -0.2498 0.2356 -0.0384 -0.3189 0.3226 -0.0309 -0.3904 0.3948 -0.0233 -0.4223 0.4323 -0.0158 -0.3726 0.3850 -0.0080 -0.4513 0.4623 -0.0046 -0.5573 0.5379 -0.0055 -0.5339 0.5475 -0.0064 -0.5510 0.5556 -0.0073 -0.5673 0.5741 -0.0082 -0.5786 0.5815 -0.0091 -0.5812 0.5932 -0.0100 -0.5861 0.5961 -0.0109 -0.6673 0.6664 0.0023 -0.5756 0.5755 -0.0072 -0.5814 0.5945 -0.0009 -0.7928 0.7977 0.0023 -0.7120 0.7063 0.0023 -0.7362 0.7399 0.0023 -0.7647 0.7673 0.0023 -0.7727 0.7791 0.0023 -0.7876 0.7924 0.0023 -0.7961 0.8006 0.0023 -0.8020 0.8048 0.0023 -0.7916 0.7985 0.0023 -0.7927 0.7981 0.0023 -0.7149 0.7273 0.0023 -0.7481 0.7546 0.0023 -0.7678 0.7742 0.0023 -0.7810 0.7858 0.0023 -0.7914 0.7971 0.0023 -0.7972 0.8038 0.0023 -0.7964 0.8019 0.0023
17:07:07 03/17/10
7.6 6.354 5.847 5.85 6.717 5.511 5.175 4.623 4.622 4.233 1.443 1.418 1.395 1.374 1.355 1.339 1.345 1.384 1.43 1.336 1.366 1.407 1.456 1.046 0.8421 0.8547 0.8682 0.8818 0.8959 0.9102 0.9247 0.9396 0.6304 0.836 0.7331 0.7655 0.637 0.6511 0.6657 0.6807 0.6959 0.7113 0.7268 0.7424 0.7578 0.644 0.6583 0.6731 0.6882 0.7036 0.7191 0.7346
7.6 6.35 2.545 5.845 6.713 5.507 5.171 4.62 2.4 4.23 1.442 1.418 1.395 1.374 1.355 1.339 1.344 1.384 1.43 1.337 1.366 1.407 1.455 1.046 0.841 0.8543 0.8676 0.8811 0.8949 0.9092 0.9235 0.9381 0.6287 0.8346 0.7316 0.7631 0.6355 0.6494 0.6639 0.6788 0.6939 0.7092 0.7246 0.74 0.7554 0.6423 0.6565 0.6713 0.6863 0.7015 0.7169 0.7324
0 18.73 26.28 26.28 13.34 31.32 36.32 44.58 44.58 50.36 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
Helman O. Mozo
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Job
284 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.4001 0.3977 -0.01206 -0.7935 D206Z92P -0.003779 -0.003764 -0.008345 0.0241 D207Z88P 0.0005623 0.0001507 -0.005614 -0.0205 D208Z84P -1.072e-006 -0.0006357 -0.00412 0.0289 D209Z79P 0.003054 0.002129 -0.002513 0.0503 D210Z72P 0.004215 0.003032 -0.001611 0.0006 D211Z62P 0.04268 0.04112 0.003714 0.0929 D212Z93P 0 0 0 0.0000 D213Z93P 0.0003732 0.0005883 -0.0016 -0.0598 D214Z9P 0.01242 0.01052 0.003064 0.0000 D215Z13P 0.01221 1000 82.79 0.0000 D216Z26P 0.0168 0.01446 0.0001284 0.0000 D217Z31P 0.01689 1000 77.25 0.0000 D218Z45P 0.01994 0.01859 0.0002163 0.0000 D219Z50P 0.01814 1000 82.49 0.0000 D220Z68P 0.01166 0.01578 -0.001711 0.2754 D221Z55P 0.01697 0.01981 -0.001783 -0.1157 D222Z75P 0.003735 0.007004 -0.001664 0.0265 D223Z81P 0.0001017 0.003359 -0.001558 0.0461 D224Z86P -0.001613 0.0003114 -0.001588 0.0507 D225Z90P -0.002111 -0.001327 -0.001603 0.0214 D226Z9P 0.01363 1000 92.29 0.0000 D227Z9P 0.01384 0.00927 -0.0008129 -0.0347 D228Z0P 0 0 0 0.0000 D229Z19P 0.01279 0.01067 -0.001158 0.0149 D230Z26P 0.01771 1000 86.97 0.0000 D231Z26P 0.01787 0.01464 -0.001559 0.0095 D232Z13P 0.01461 0.01079 -0.001024 0.0257 D233Z31P 0.01726 0.01557 -0.001655 0.0327 D234Z36P 0.01647 0.01608 -0.001715 0.0153 D235Z45P 0.01961 0.02071 -0.001757 0.0005 D236Z45P 0.01958 1000 92.11 0.0000 D237Z50P 0.01817 0.0204 -0.001768 0.0784 D238Z113P 0.1176 0.116 -0.002048 -0.4255 D239Z110P 0.09309 0.09147 -0.001993 -0.4179 D240Z107P 0.0703 0.06886 -0.001931 -0.3643 D241Z103P 0.04909 0.04791 -0.001852 -0.3706 D242Z100P 0.03006 0.02909 -0.001771 -0.2649 D243Z97P 0.01343 0.01319 -0.001659 -0.3197 D244Z98P 0.02297 0.02119 -0.001734 -0.2658 D245Z105P 0.05964 0.05811 -0.001898 -0.3587 D246Z112P 0.1051 0.1034 -0.002022 -0.4246 D247Z95P 0.001991 0.004029 -0.001583 -0.2309 D248Z102P 0.03785 0.03715 -0.001806 -0.3281 D249Z108P 0.08092 0.07941 -0.001963 -0.3897 D250Z115P 0.1297 0.1279 -0.002072 -0.4096 D251Z117P 0.1445 0.1422 -0.002205 -0.4484 D252Z118P 0.1523 0.15 -0.002229 -0.4858 D253Z119P 0.1647 0.163 -0.002216 -0.5427 D254Z121P 0.1782 0.1766 -0.002261 -0.5538 D255Z122P 0.1918 0.1905 -0.002243 -0.5630 D256Z124P 0.2058 0.2046 -0.002279 -0.5801
17:07:07 03/17/10
0.7978 -0.0223 0.0215 -0.0268 -0.0488 0.0024 -0.0930 0.0000 -0.0172 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2922 0.1254 -0.0224 -0.0373 -0.0371 0.0135 0.0000 0.0502 0.0000 -0.0174 0.0000 -0.0132 -0.0484 -0.0529 -0.0267 -0.0102 0.0000 -0.0921 0.4246 0.4227 0.3622 0.3890 0.2349 0.4141 0.2691 0.3612 0.4234 0.2382 0.3364 0.3938 0.4178 0.4602 0.4777 0.5250 0.5481 0.5561 0.5738
0.0023 -0.0407 -0.0391 -0.0372 -0.0349 -0.0319 -0.0278 0.0000 0.1245 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2475 0.3838 0.2346 0.1936 0.1639 0.1453 0.0000 0.2558 0.0000 0.4230 0.0000 0.5015 0.3303 0.5168 0.4874 0.4361 0.0000 0.3880 -0.0744 -0.0413 -0.0081 0.0250 0.0582 0.0913 0.0747 0.0085 -0.0578 0.1079 0.0416 -0.0247 -0.0910 -0.1124 -0.1201 -0.1207 -0.1213 -0.1218 -0.1224
0.7501 1.436 1.693 1.968 2.319 2.765 3.447 1.9e-015 -1.325 3.535 0.01221 2.55 0.01689 2.403 0.01814 -3.02 -3.866 -2.53 -2.132 -1.828 -1.579 -3.509 -7.009 -7.6 -6.328 -2.515 -5.815 -6.689 -5.477 -5.142 -4.584 -2.364 -4.196 -1.207 -1.232 -1.255 -1.276 -1.295 -1.312 -1.302 -1.265 -1.22 -1.323 -1.287 -1.244 -1.195 -0.7572 -0.5377 -0.5253 -0.5118 -0.4982 -0.4842
0.7477 1.436 1.692 1.967 2.318 2.763 3.446 1.325 1.326 7.033 1007 5.847 1005 4.622 1004 3.047 3.903 2.541 2.136 1.827 1.575 1007 7.032 7.6 6.351 1006 5.847 6.714 5.51 5.174 4.624 1005 4.235 1.441 1.416 1.394 1.373 1.354 1.338 1.346 1.383 1.428 1.329 1.362 1.404 1.453 1.044 0.84 0.853 0.8666 0.8805 0.8946
139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.593 96.13 26.29 108.6 44.58 132.8 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.589 0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
Helman O. Mozo
Page
Job
285 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2202 0.2192 0.2347 0.2338 0.2492 0.2485 0.2804 0.2803 0.2593 0.2586 0.2694 0.269 0.4155 0.4127 0.287 0.2869 0.301 0.3005 0.3156 0.3148 0.3306 0.3295 0.3458 0.3444 0.3613 0.3595 0.3768 0.3748 0.3924 0.39 0.4078 0.4051 0.294 0.2936 0.3083 0.3076 0.3231 0.3221 0.3382 0.3369 0.3536 0.3519 0.369 0.3671 0.3846 0.3824 0.4001 0.3975 -0.0004233 -0.0009066 -0.002092 -0.0006145 -0.0004379 0.002108 0.002175 0.005445 0.003761 0.007563 0.04245 0.0435 0 0 1000 0.009211 1000 0.009338 1000 0.01461 1000 0.01547 1000 0.02068 1000 0.02038 0.011 0.009678 0.01796 0.01568 0.024 0.02208 0.2886 0.2869 0.3024 0.3006 0.3168 0.3149 0.3315 0.3295 0.3465 0.3444 0.3618 0.3595 0.3771 0.3747 0.3924 0.39 0.4076 0.4051
-0.002264 -0.00229 -0.00228 -0.002254 -0.002291 -0.002266 -0.002313 -0.002248 -0.002261 -0.002273 -0.002286 -0.002293 -0.002299 -0.002305 -0.002312 -0.002313 -0.002269 -0.00228 -0.002291 -0.002297 -0.002303 -0.002309 -0.002313 -0.002313 -0.001666 -0.001586 -0.001575 -0.001607 -0.001678 -0.001921 0 -92.29 -101.8 -86.97 -96.7 -92.11 -101.7 -0.003002 -0.00251 -0.003861 0.00591 0.006343 0.006668 0.006897 0.00706 0.007167 0.00722 0.007232 0.007234
-0.5907 -0.5895 -0.5994 -0.6739 -0.5988 -0.6401 -0.7810 -0.6874 -0.7247 -0.7516 -0.7630 -0.7766 -0.7847 -0.7892 -0.7821 -0.7821 -0.7057 -0.7403 -0.7581 -0.7698 -0.7812 -0.7881 -0.7859 -0.7817 -0.0239 0.0353 0.0533 0.0570 0.0430 0.0943 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.6991 -0.7251 -0.7537 -0.7616 -0.7766 -0.7851 -0.7910 -0.7805 -0.7817
Joint Support Reactions for Load Case "COMBO 2-2":
17:07:07 03/17/10
0.5832 0.5871 0.5851 0.6722 0.5931 0.6185 0.7981 0.7037 0.7405 0.7684 0.7778 0.7923 0.8007 0.8061 0.7972 0.7979 0.7249 0.7560 0.7751 0.7874 0.7978 0.8037 0.8024 0.7986 0.0418 -0.0205 -0.0340 -0.0603 -0.0300 -0.1089 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6944 0.7293 0.7563 0.7681 0.7814 0.7897 0.7938 0.7875 0.7871
-0.1230 -0.4698 0.9092 125.1 -0.1235 -0.4553 0.9238 126.5 -0.1241 -0.4408 0.9385 127.9 -0.1278 -0.06963 0.6303 130.9 -0.1306 -0.3174 0.8353 128.9 -0.1304 -0.194 0.7324 129.9 -0.1278 0.06552 0.7627 140.9 -0.1278 -0.06301 0.6369 131.4 -0.1278 -0.04899 0.6505 132.6 -0.1278 -0.03437 0.6648 133.7 -0.1278 -0.01938 0.6795 134.8 -0.1278 -0.004159 0.6944 135.9 -0.1278 0.01127 0.7095 137 -0.1278 0.02683 0.7248 138.1 -0.1278 0.04235 0.74 139.2 -0.1278 0.0578 0.7551 140.3 -0.1278 -0.05604 0.6436 132 -0.1278 -0.04171 0.6576 133.1 -0.1278 -0.02686 0.6721 134.2 -0.1278 -0.01179 0.6869 135.3 -0.1278 0.00355 0.7019 136.4 -0.1278 0.01905 0.7171 137.5 -0.1278 0.03463 0.7324 138.6 -0.1278 0.05008 0.7475 139.8 0.1371 -1.44 1.439 91.63 0.1532 -1.694 1.692 87.87 0.1775 -1.968 1.97 83.77 0.2090 -2.314 2.321 78.6 0.2547 -2.757 2.768 71.98 0.3079 -3.362 3.448 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 993 3.532 -83.7 0.0000 993.3 0.009338 -88.45 0.0000 994.2 2.547 -60.69 0.0000 994.5 0.01547 -65.38 0.0000 995.4 2.404 -47.54 0.0000 995.8 0.02038 -51.38 0.0000 -7.011 -3.513 8.587 0.0000 -5.815 -2.517 26.28 0.0000 -4.579 -2.361 44.57 0.0387 -0.06141 -0.0631 131.5 0.0387 -0.04761 -0.04942 132.6 0.0387 -0.03322 -0.03514 133.7 0.0387 -0.01845 -0.02048 134.8 0.0387 -0.003457 -0.005586 135.9 0.0387 0.01175 0.00952 137 0.0387 0.02709 0.02475 138.1 0.0387 0.0424 0.03995 139.2 0.0387 0.05763 0.05509 140.3
Helman O. Mozo
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Job
286 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D0Z93P -123.74 0.0 -0.47 0.0 -60.74 0.0 0.0 137.84 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -36.52 0.0 -31.31 0.0 -138.23 0.0 0.0 146.36 0.0 1.18 0.0 -2.1 0.0 -1.59 0.0 0.0 D29Z0P -36.50 0.0 -10.05 0.0 100.46 0.0 0.0 107.36 0.0 2.85 0.0 -3.2 0.0 0.38 0.0 0.0 D137Z93P -0.47 0.0 -116.62 0.0 117.70 0.0 0.0 165.69 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -48.20 0.0 -39.63 0.0 233.43 0.0 0.0 241.62 0.0 1.03 0.0 -2.2 0.0 -0.05 0.0 0.0 D212Z93P -120.89 0.0 -0.47 0.0 153.28 0.0 0.0 195.22 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -21.96 0.0 -28.23 0.0 63.15 0.0 0.0 72.57 0.0 2.92 0.0 -3.7 0.0 -1.91 0.0 0.0 D287Z93P -0.47 0.0 -125.77 0.0 -47.22 0.0 0.0 134.34 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-2": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.4720 0.4720 -0.6493 123.2685 -0.0000 61.3855 0.0000 0.0000 0.0000 D1Z93P 1.0049 1.0049 -1.3966 -1.0049 -1.0049 1.3966 0.0005 0.0004 -0.0017 D2Z0P 1.3789 1.3789 -2.1105 35.1386 29.9265 140.3422 0.0000 0.0000 0.0000 D3Z9P 1.3789 1.3789 -2.1105 -1.3789 -1.3789 2.1105 0.0122 0.0110 -0.0036 D4Z13P 1.3789 1.3789 -2.1105 -1.3789 0.1351 2.0088 0.0118 1000.0000 -101.7874 D5Z19P 8.4647 4.1907 -6.4779 -8.4647 -4.1907 6.4779 0.0135 0.0106 -0.0010 D6Z26P 1.2995 1.2995 -2.1608 -1.2995 -1.2995 2.1608 0.0201 0.0179 -0.0029 D7Z31P 1.2995 1.2995 -2.1608 -1.2995 0.1388 2.0641 0.0194 1000.0000 -96.6971 D8Z26P 7.1684 2.8333 -4.3674 -7.1684 -2.8333 4.3674 0.0203 0.0158 -0.0021 D9Z13P 2.8700 1.7686 -3.2337 -2.8700 -1.7686 3.2337 0.0139 0.0110 -0.0013 D10Z31P 10.6858 3.7526 -5.7608 -10.6858 -3.7526 5.7608 0.0199 0.0157 -0.0022 D11Z36P 3.7053 3.7053 -4.6139 -3.7053 -3.7053 4.6139 0.0194 0.0157 -0.0023 D12Z45P 1.3763 1.3763 -2.1381 -1.3762 -1.3762 2.1381 0.0259 0.0221 -0.0037 D13Z45P 1.3763 1.3763 -2.1381 -1.3762 -1.3762 2.1381 0.0258 0.0240 -0.0040 D14Z50P 1.3763 1.3763 -2.1381 -1.3762 0.1369 2.0364 0.0238 1000.0000 -101.7326 D15Z55P 3.3156 3.3156 -5.1309 -3.3156 -3.3156 5.1309 0.0223 0.0193 -0.0039 D16Z68P 7.1638 7.1638 -4.7479 -7.1638 -7.1638 4.7479 0.0175 0.0102 -0.0013 D17Z68P 7.1638 7.1638 -4.7479 -7.1638 -7.1638 4.7479 0.0165 0.0146 -0.0038 D18Z55P 7.3692 7.3692 -5.4729 -7.3692 -7.3692 5.4729 0.0230 0.0151 -0.0013 D19Z75P 1.8570 1.8570 -2.6067 -1.8570 -1.8570 2.6067 0.0080 0.0027 -0.0014 D20Z75P 6.1822 6.1822 -2.9487 -6.1821 -6.1821 2.9487 0.0102 0.0093 -0.0027 D21Z81P 1.5327 1.5327 -2.1115 -1.5327 -1.5327 2.1115 0.0037 -0.0007 -0.0014 D22Z81P 1.5327 1.5327 -2.1115 -1.5327 -1.5327 2.1115 0.0036 0.0033 -0.0010 D23Z86P 1.2150 1.2150 -1.6721 -1.2150 -1.2150 1.6721 0.0012 0.0011 0.0007 D24Z86P 1.2150 1.2150 -1.6721 -1.2150 -1.2150 1.6721 0.0002 -0.0023 -0.0015 D25Z90P 1.0800 1.0800 -1.5014 -1.0800 -1.0800 1.5014 -0.0014 -0.0025 -0.0016 D26Z90P 1.0800 1.0800 -1.5014 -1.0800 -1.0800 1.5014 0.0006 0.0007 0.0026 D27Z93P 1.0049 1.0049 -1.3966 -1.0049 -1.0049 1.3966 0.0003 0.0003 0.0052 D28Z50P 1.3763 1.3763 -2.1381 -1.3762 -1.3762 2.1381 0.0239 0.0205 -0.0038 D29Z0P 1.3789 1.3789 -2.1105 35.1180 8.6758 -98.3510 0.0000 0.0000 0.0000 D30Z9P 1.3789 1.3789 -2.1105 -1.3789 -0.0062 2.0183 0.0115 1000.0000 -92.2881 D31Z19P 2.6784 2.6784 -4.2713 -2.6784 -2.6784 4.2713 0.0133 0.0086 -0.0008
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
287 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
290 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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-0.0868 -0.0774 -0.0868 -0.0775 -0.0868 -0.0776 -0.0929 -0.0825 -0.1735 -0.1539 -0.1735 -0.1542 -1.1023 -2.1754 -0.1735 -0.1547 -0.1735 -0.1550 -0.1735 -0.1552 -1.1023 -2.1903 -0.1797 -0.1605 -0.7473 -0.5330 -1.0961 -3.3363 -1.2600 -3.4293 -1.1935 -0.8647 -1.4132 -0.9922 -3.3347 -6.0965 -0.6493 120.4230 -1.3966 -1.0049 -2.1105 -1.3789 -2.1105 -1.3789 -2.1608 -1.2995 -2.1608 -1.2995 -2.1381 -1.3762 -2.1381 -1.3762 -4.7479 -7.1638 -5.1309 -3.3156 -2.6067 -1.8570 -2.1115 -1.5327 -1.6721 -1.2150 -1.5014 -1.0800 -2.1105 -1.3789 -4.3171 -7.8582 -2.1105 20.5770 -6.0366 -7.4030 -2.1608 -1.2995 -3.9260 -6.0914 -3.2337 -2.8700 -4.3674 -7.3004 -4.2989 -2.6757 -2.1381 -1.3762 -2.1381 -1.3762 -2.1381 -1.3762 -0.6965 -0.5250 -0.6965 -0.5217 -0.7437 -0.5445 -0.7437 -0.5409 -0.6965 -0.5115 -0.6493 -0.4720 -1.3459 -0.9834 -2.6754 -2.3647
17:07:07 03/17/10
-0.0774 0.0868 -0.0775 0.0868 -0.0776 0.0868 -0.0825 0.0929 -0.1540 0.1735 -0.1542 0.1735 -2.1754 1.1023 -0.1547 0.1735 -0.1550 0.1735 -0.1552 0.1735 -2.1903 1.1023 -0.1605 0.1797 -0.5330 0.7473 -3.3363 1.0961 -3.4293 1.2600 -0.8647 1.1935 -0.9922 1.4132 -6.0965 3.3347 -0.0000 -152.6331 -1.0049 1.3966 -1.3789 2.1106 -0.1475 2.1933 -1.2995 2.1608 -0.1505 2.2380 -1.3762 2.1381 -0.1493 2.2206 -7.1638 4.7479 -3.3156 5.1309 -1.8570 2.6067 -1.5327 2.1115 -1.2150 1.6721 -1.0800 1.5014 -0.0062 2.2028 -3.0723 4.3171 26.8526 -61.0348 -2.8200 6.0366 -0.0058 2.2478 -1.4430 3.9260 -1.7686 3.2337 -2.8678 4.3674 -2.6757 4.2989 -1.3762 2.1381 -0.0062 2.2303 -1.3762 2.1381 -0.5250 0.6965 -0.5217 0.6965 -0.5445 0.7437 -0.5409 0.7437 -0.5115 0.6965 -0.4720 0.6493 -0.9834 1.3459 -2.3647 2.6754
0.3613 0.3768 0.3924 0.4078 0.2940 0.3083 0.3231 0.3382 0.3536 0.3691 0.3846 0.4001 -0.0038 0.0006 -0.0000 0.0031 0.0042 0.0427 0.0000 0.0004 0.0124 0.0122 0.0168 0.0169 0.0199 0.0181 0.0117 0.0170 0.0037 0.0001 -0.0016 -0.0021 0.0136 0.0138 0.0000 0.0128 0.0177 0.0179 0.0146 0.0173 0.0165 0.0196 0.0196 0.0182 0.1176 0.0931 0.0703 0.0491 0.0301 0.0134 0.0230 0.0596
0.3592 0.3746 0.3900 0.4054 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824 0.3977 -0.0038 0.0002 -0.0006 0.0021 0.0030 0.0411 0.0000 0.0006 0.0105 1000.0000 0.0145 1000.0000 0.0186 1000.0000 0.0158 0.0198 0.0070 0.0034 0.0003 -0.0013 1000.0000 0.0093 0.0000 0.0107 1000.0000 0.0146 0.0108 0.0156 0.0161 0.0207 1000.0000 0.0204 0.1160 0.0915 0.0689 0.0479 0.0291 0.0132 0.0212 0.0581
-0.0120 -0.0120 -0.0121 -0.0121 -0.0109 -0.0113 -0.0116 -0.0118 -0.0119 -0.0120 -0.0120 -0.0121 -0.0083 -0.0056 -0.0041 -0.0025 -0.0016 0.0037 0.0000 -0.0016 0.0031 82.7931 0.0001 77.2494 0.0002 82.4876 -0.0017 -0.0018 -0.0017 -0.0016 -0.0016 -0.0016 92.2866 -0.0008 0.0000 -0.0012 86.9709 -0.0016 -0.0010 -0.0017 -0.0017 -0.0018 92.1076 -0.0018 -0.0020 -0.0020 -0.0019 -0.0019 -0.0018 -0.0017 -0.0017 -0.0019
Helman O. Mozo
Page
Job
291 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 0.9922 6.0966 0.4720 1.3789 1.3789 1.2995 1.2995 1.3763 1.3763 1.3789 1.2995 1.3763 0.0771
1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 0.9922 6.0966 0.4720 1.3789 1.3789 1.2995 1.2995 1.3763 1.3763 1.3789 1.2995 1.3763 0.0771
-1.3931 -0.6493 -1.4403 -1.4403 -1.3927 -0.6962 -1.1453 -0.8813 -1.8904 -0.8644 -0.8545 -1.8706 -0.8446 -0.6331 -0.2976 -0.2108 -0.2108 -0.0929 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.4132 -3.3347 -0.6493 -2.1105 -2.1105 -2.1608 -2.1608 -2.1381 -2.1381 -2.1105 -2.1608 -2.1381 -0.0868
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17:07:07 03/17/10
1.3931 0.6493 1.4403 1.4403 1.3927 0.6962 1.1453 0.8813 1.8904 0.8644 0.8545 1.8706 0.8446 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929 0.1735 0.1735 1.1023 0.1735 0.1735 0.1735 1.1023 0.1797 0.7473 1.0961 1.2600 1.1935 1.4132 3.3347 47.8733 2.0183 2.0088 2.0738 2.0641 2.0460 2.0364 2.1105 2.1608 2.1381 0.0868
0.1051 0.0020 0.0379 0.0809 0.1297 0.1445 0.1523 0.1647 0.1782 0.1918 0.2058 0.2202 0.2347 0.2492 0.2804 0.2593 0.2694 0.4155 0.2870 0.3010 0.3156 0.3306 0.3458 0.3613 0.3768 0.3924 0.4078 0.2940 0.3083 0.3231 0.3382 0.3536 0.3690 0.3846 0.4001 -0.0004 -0.0021 -0.0004 0.0022 0.0038 0.0425 0.0000 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 0.0110 0.0180 0.0240 0.2886
0.1034 -0.0020 0.0040 -0.0016 0.0372 -0.0018 0.0794 -0.0020 0.1279 -0.0021 0.1422 -0.0022 0.1500 -0.0022 0.1630 -0.0022 0.1766 -0.0023 0.1905 -0.0022 0.2046 -0.0023 0.2192 -0.0023 0.2338 -0.0023 0.2485 -0.0023 0.2803 -0.0023 0.2586 -0.0023 0.2690 -0.0023 0.4127 -0.0023 0.2869 -0.0022 0.3005 -0.0023 0.3148 -0.0023 0.3295 -0.0023 0.3444 -0.0023 0.3595 -0.0023 0.3748 -0.0023 0.3900 -0.0023 0.4051 -0.0023 0.2936 -0.0023 0.3076 -0.0023 0.3221 -0.0023 0.3369 -0.0023 0.3519 -0.0023 0.3671 -0.0023 0.3824 -0.0023 0.3975 -0.0023 -0.0009 -0.0017 -0.0006 -0.0016 0.0021 -0.0016 0.0054 -0.0016 0.0076 -0.0017 0.0435 -0.0019 0.0000 0.0000 0.0092 -92.2888 0.0093 -101.7873 0.0146 -86.9740 0.0155 -96.6972 0.0207 -92.1109 0.0204 -101.7327 0.0097 -0.0030 0.0157 -0.0025 0.0221 -0.0039 0.2869 0.0059
Helman O. Mozo
Page
Job
292 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0769 -0.0770 -0.0771 -0.0772 -0.0774 -0.0775 -0.0776 -0.0825
17:07:07 03/17/10
-0.0769 -0.0770 -0.0771 -0.0772 -0.0774 -0.0775 -0.0776 -0.0825
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 22.51 -3745.73 2519.02 1651.62 -449.63 -1220.59 1206.19 D128P 22.51 -1651.62 449.63 -984.26 3550.98 -1291.32 1959.91 D129P 22.51 323.13 -1299.91 299.72 243.40 310.54 -526.75 D130P 22.51 -93.96 171.65 -360.16 1669.25 -184.46 747.77 D131P 22.50 -32.10 1546.21 130.30 -1384.64 30.16 49.62 D132P 22.50 -70.85 -2422.08 -541.90 12657.90 -151.34 2528.02 D133P 22.50 541.90 -12657.91 551.37 -20836.46 195.94 -6002.98 D134P 22.50 -35.87 -2805.39 -337.05 -12925.65 -75.30 -3176.56 D135P 22.50 -35.87 2805.39 16.71 -759.19 -3.30 352.42 D136P 22.50 -16.71 759.20 -21.25 1085.30 -4.58 222.44 D137P 22.50 21.25 -1085.30 -54.52 -81.36 -6.62 -232.28 D138P 22.50 54.52 81.36 -3.78 -1281.23 10.03 -237.24 D139P 22.50 3.78 1281.23 25.98 1566.51 3.92 375.49 D140P 22.50 -25.98 -1566.51 -36.41 -484.24 -11.51 -378.41 D141P 22.50 36.41 484.24 -86.61 -2754.69 -10.52 -475.84 D142P 22.50 86.61 2754.69 230.88 4277.42 36.79 814.96 D143P 260.84 -18781.87 -14190.28 -7164.63 -5793.36 -15630.42 -12038.34 D144P 780.35 343.55 2732.82 739.84 -2706.48 1023.78 24.89 D145P 260.84 4420.34 -876.92 18781.86 14190.28 13935.26 7996.01 D146P 260.84 7164.62 5793.35 -3073.68 1989.00 2464.42 4688.17 D147P 260.85 3525.10 3071.65 419.95 3001.75 2376.54 3658.68 D148P 260.85 1837.72 1439.08 1215.76 2155.06 1839.45 2165.14 D149P -17.10 -576.79 -664.51 -1091.95 226.60 -1174.58 -308.24 D150P -17.11 -60.44 -2678.76 -1468.56 2514.85 -1076.22 -115.37 D151P 15.87 -219.90 205.65 -115.44 59.44 -333.28 263.46 D152P -0.05 -197.76 56.27 136.64 690.62 -110.24 1347.09 D153P -0.02 -33.88 24.07 11.63 109.43 -40.12 240.79 D154P 780.34 343.55 -2732.81 -169.92 1723.78 82.04 -476.76 D155P 22.50 337.05 12925.66 551.37 20836.46 124.30 4723.61 D156P 22.50 -130.30 1384.64 70.85 2422.08 -17.57 1124.78 D157P 22.51 360.16 -1669.25 32.10 -1546.21 143.13 -1173.29 D158P 22.51 -299.72 -243.40 93.96 -171.65 -97.57 -196.83 D159P 22.51 984.26 -3550.98 -323.13 1299.91 381.92 -1300.39 D160P 260.84 3073.67 -1989.01 -228.07 -1273.36 1714.22 -1965.28 D161P 260.84 228.06 1273.36 7656.91 6572.11 4749.99 4726.18 D162P 260.84 -7656.92 -6572.12 -3525.11 -3071.66 -6736.16 -5809.50 D163P 260.85 -419.95 -3001.76 -1162.62 -1866.03 -953.36 -2932.40
0.3024 0.3168 0.3315 0.3465 0.3618 0.3771 0.3924 0.4076
0.3006 0.3149 0.3295 0.3444 0.3595 0.3747 0.3900 0.4051
0.0063 0.0067 0.0069 0.0071 0.0072 0.0072 0.0072 0.0072
Helman O. Mozo
Page
Job
293 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
260.85 1162.61 1866.02 3890.73 3945.70 3044.18 3501.04 260.85 -3890.74 -3945.71 -1837.73 -1439.09 -3450.88 -3243.85 260.86 -1215.77 -2155.07 -1274.62 -1747.27 -1500.23 -2350.80 260.86 1274.61 1747.26 1445.34 1205.04 1638.53 1778.49 -17.11 748.24 683.97 60.43 2678.77 569.20 2366.93 -17.10 -299.04 -1474.77 -748.25 -683.96 -737.16 -1519.47 -17.10 1091.94 -226.59 299.03 1474.78 979.06 878.57 -17.10 487.19 298.79 576.78 664.52 748.90 678.05 -17.09 -10.16 -300.83 -487.20 -298.78 -350.08 -422.05 15.88 115.44 -59.43 60.64 -806.31 175.00 -860.43 15.88 -60.64 806.33 -179.62 -98.76 -238.79 703.22 -0.04 -118.10 66.43 91.67 511.15 -47.67 1041.73 -0.04 -107.90 58.99 50.00 422.55 -104.41 868.52 -0.03 -34.84 231.53 27.05 315.60 -14.05 986.80 -0.03 -62.05 38.61 26.53 183.36 -64.06 400.33 -0.02 -32.32 23.44 -17.80 94.16 -90.39 212.10 -0.01 24.93 206.84 -24.60 61.98 0.60 484.85 -0.01 -18.79 21.53 -13.50 1.67 -58.23 41.83 -0.05 -136.65 -690.63 118.09 -66.45 -33.47 -1365.47 -0.04 -91.68 -511.16 107.88 -59.01 29.22 -1028.36 -0.04 -50.02 -422.57 34.82 -231.54 -27.40 -1179.75 -0.03 -27.06 -315.61 62.04 -38.62 63.08 -638.90 -0.03 -26.55 -183.37 33.86 -24.09 13.19 -374.17 -0.02 -11.65 -109.44 32.30 -23.45 37.25 -239.69 -0.01 17.78 -94.18 -24.94 -206.86 -12.90 -542.95 -0.01 24.58 -61.99 18.77 -21.54 78.20 -150.66 -0.00 13.49 -1.68 -0.01 -0.01 24.30 -3.06 -22.37 -19466.91 843.06 8145.23 -387.95 -6599.08 265.27 -22.37 -8145.23 387.95 -3937.70 153.52 -5919.46 265.27 -22.37 4256.48 -82.34 4586.96 -0.14 4409.15 -41.12 -22.37 1968.95 4.29 1969.33 -9.13 1599.73 -1.97 -22.37 966.49 -8.41 -858.38 29.25 33.20 6.40 -22.37 -725.48 -5.72 7734.89 -22.42 1731.17 -6.95 -22.36 -7734.90 22.42 -11744.70 -21.58 -3491.21 0.15 -22.36 1571.15 11.57 7341.77 -22.41 1799.78 -2.19 -22.36 1571.15 -11.57 -428.70 -136.06 196.77 -25.43 -22.36 428.70 136.06 556.20 140.72 118.77 33.38 -22.36 -556.19 -140.72 -51.73 6.24 -121.04 -26.78 -22.36 51.73 -6.24 -514.67 127.99 -91.53 24.07 -22.36 514.67 -127.99 680.89 -170.32 157.64 -39.33 -22.36 -680.89 170.32 -350.53 82.43 -190.32 46.64 -22.36 350.53 -82.43 -1405.58 513.43 -221.12 90.33 -22.36 1405.58 -513.43 2256.26 -801.11 424.38 -152.34 57.53 18094.92 27401.23 7748.36 13276.44 15568.24 24504.62 167.97 -272.38 -671.95 9059.97 -656.55 8304.12 -1255.41 57.53 -13170.23 -14360.14 -18094.93 -27401.24 -18777.87 -25081.91 57.52 -7748.36 -13276.44 5121.11 7149.19 -1582.68 -3691.11 57.52 -4023.98 -6234.92 908.43 243.71 -1876.84 -3609.16 57.52 -2221.73 -3188.96 169.93 59.02 -1236.02 -1885.51 -24.62 -367.76 -209.45 -887.44 506.74 -883.50 209.25 -24.62 -1999.59 -1439.94 -6885.26 5927.49 -6253.79 3158.66 21.24 649.36 286.16 490.97 182.43 1133.33 465.71
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
294 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
-0.00 -0.00 167.97 -22.36 -22.37 -22.37 -22.37 -22.37 57.52 57.52 57.52 57.52 57.52 57.52 57.52 57.52 -24.62 -24.62 -24.62 -24.62 -24.62 21.24 21.24 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -324.52 -324.52 -324.53 -324.53 -324.54 -324.55 -324.56 -324.57 -324.57 -324.58 -324.59 194.62 517.75
-919.23 -82.30 -272.37 -7341.78 858.38 -1969.33 -4586.96 3937.70 -5121.12 -1135.30 6191.85 -908.44 -1480.20 2776.31 -169.93 -837.56 922.25 -135.22 887.43 484.42 -257.03 -490.99 364.36 -374.32 -251.77 -74.74 -120.68 -34.21 101.43 12.71 336.60 96.43 34.07 12.05 33.70 20.30 -28.71 -38.30 -1.76 -2398.93 -1105.07 158.36 -51.83 -40.88 -62.36 529.33 -40.04 -40.04 -3.42 16.05 95.20 -301.94
-730.68 -336.61 433.60 -64.96 -20.32 38.13 671.95 -3173.75 366.19 22.41 -11744.69 21.58 -29.25 725.48 5.72 9.13 -966.49 8.41 0.14 -1968.95 -4.29 -153.52 -4256.48 82.34 -7149.20 1135.29 1722.81 -1722.82 -6191.85 -7775.80 7775.79 4023.98 6234.91 -243.72 1480.20 2836.70 -2836.71 -2776.32 -3297.36 3297.35 2221.72 3188.96 -59.03 837.56 1632.00 -1632.01 -1962.23 -2526.15 504.15 1999.58 1439.95 -1295.12 -922.26 -504.15 -506.73 135.21 1295.13 -939.97 367.75 209.46 661.33 -484.43 939.99 -182.43 -364.38 -18.15 18.15 1166.65 -131.63 -179.12 -96.45 187.94 -239.42 -34.08 132.58 -68.47 -12.06 73.55 -121.42 -33.71 71.76 -54.23 28.69 -24.35 59.94 38.29 -41.00 -20.99 1.74 -12.40 -433.62 374.31 179.11 -187.95 251.76 239.41 -132.59 74.72 68.45 -73.56 120.66 121.41 -71.78 82.28 64.95 -38.15 34.19 54.21 24.34 -101.44 -59.96 40.99 -12.72 20.97 12.39 -0.01 -0.01 -1929.15 1105.07 -161.69 161.69 -578.70 -4187.81 -872.17 120.58 -2728.47 -2858.45 -322.03 -2558.29 -1141.60 104.22 1555.64 2327.72 -529.33 -12655.22 12655.23 554.73 20826.94 2882.66 -339.52 13042.58 -2882.66 3.42 623.17 -623.17 -16.05 -983.17 983.17 -95.20 15.37 34.00 301.94 1508.67 -1477.94 -291.95 -1802.58
17:07:07 03/17/10
-2265.05 -185.08 -1628.26 -2670.36 467.98 -1071.25 -3109.01 -184.16 -2401.10 -4413.95 6154.11 344.43 -2564.17 3010.86 402.18 -1686.62 2056.59 -744.33 719.81 599.82 -521.89 -850.11 1521.60 -849.08 -515.57 -156.55 -278.46 -9.95 251.99 26.07 1282.20 628.00 196.22 239.36 209.19 98.29 -234.73 -92.03 -3.20 -754.15 -824.88 139.07 -151.86 19.45 -146.13 194.29 -76.64 -6.31 -2.35 -15.76 78.52 -78.31
-535.80 -48.39 490.51 6.15 -6.95 6.40 -1.97 -41.12 -3268.91 -5722.06 8440.18 1562.04 -3695.22 3907.42 947.57 -2504.91 1368.40 -1266.45 554.93 -514.19 1127.12 -199.34 -112.78 15.91 -192.69 9.17 -89.56 -141.73 34.16 -60.22 -459.04 92.80 -115.68 86.30 -12.32 28.97 -64.24 111.76 22.31 -1218.69 -1972.41 -1795.20 -2200.28 127.15 -2550.66 6000.80 3215.77 -389.16 -193.72 198.81 305.01 -432.56
Helman O. Mozo
Page
Job
295 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
836.33 900.83 1461.44 -505.66 -880.79 -505.66 -505.66 -505.65 -505.65 -15.68 -15.67 -32.65 0.04 0.02 -880.78 -324.56 -324.55 -324.54 -324.53 -324.53 -505.65 -505.65 -505.65 -505.65 -505.65 -505.65 -505.65 -505.66 -15.67 -15.67 -15.67 -15.68 -15.68 -32.66 -32.66 0.04 0.03 0.03 0.02 0.01 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.00 -447.26
291.95 1832.87 -55.19 -598.91 -452.57 -3168.62 -8842.25 -29706.98 -344.66 -2829.35 -360.04 3032.57 4056.28 11284.13 2311.20 4799.16 1217.27 2061.84 -534.28 -752.11 -143.61 -3045.19 136.76 -103.91 -82.43 -207.93 -33.99 43.42 -344.66 2829.34 339.52 -13042.59 -104.22 -1555.64 322.03 2558.29 -120.58 2728.47 578.70 4187.81 -1149.41 3903.43 1196.74 -319.31 -4604.74 -10312.31 -1670.74 -1887.00 1370.06 1780.30 -2739.15 -5087.08 -1579.76 -2137.62 1531.02 2014.64 656.95 797.67 -233.88 -1576.08 1023.42 -155.90 476.35 368.24 -20.50 -172.91 -93.10 36.51 12.27 -784.91 -146.22 91.59 -100.74 95.95 -36.66 259.09 -61.57 60.42 -32.31 40.51 24.92 217.47 -18.77 25.68 -93.05 -710.14 -102.17 -547.16 -47.35 -456.08 -27.73 -338.38 -26.37 -203.90 -11.70 -127.66 17.79 -110.14 24.59 -67.28 13.49 -4.55 13919.90 88.17
55.19 605.04 452.57 3221.92 -566.28 -4860.16 -4056.29 -11284.14 844.55 2931.16 8842.25 29706.98 1149.41 -3903.44 1670.74 1886.99 1579.75 2137.61 -1023.43 155.91 -2761.37 1566.99 93.10 -36.53 93.03 710.13 11.69 127.64 -449.48 -1198.95 554.73 -20826.94 62.35 -2327.72 40.88 1141.60 51.83 2858.45 -158.36 872.17 -1196.75 319.30 4604.73 10312.30 -2311.21 -4799.16 -1370.07 -1780.31 2739.14 5087.07 -1217.27 -2061.85 -1531.03 -2014.64 671.50 1307.16 143.60 3045.20 -656.96 -797.66 233.87 1576.09 534.27 752.12 -476.36 -368.23 -12.27 784.89 -88.74 202.69 102.15 547.15 47.34 456.07 27.72 338.36 26.35 203.89 -17.80 110.13 -24.60 67.27 -13.51 4.54 146.21 -91.61 100.73 -95.96 36.64 -259.10 61.55 -60.43 33.98 -43.43 32.29 -40.53 -24.93 -217.48 18.76 -25.69 -0.01 -0.01 -5612.17 33.66
17:07:07 03/17/10
64.06 449.85 83.28 549.73 -118.08 -930.47 -7770.20 -24693.45 472.39 96.21 5094.42 19663.39 3135.96 4446.20 2398.76 4027.80 1684.95 2529.79 -1096.43 -419.65 -2044.73 -1040.46 228.45 -139.57 19.12 905.77 -40.23 308.52 -375.23 770.35 125.11 -4738.64 -12.37 -1147.42 132.42 1350.06 -32.60 2649.48 242.82 2923.03 -1413.35 2543.82 3494.87 6019.88 -4166.23 -9103.30 -1831.82 -2209.22 2475.43 4136.97 -2383.39 -4306.58 -1873.97 -2501.36 1326.82 2001.08 563.48 2704.89 -627.03 -1670.81 884.97 999.63 711.34 788.59 -349.72 -380.89 -104.73 816.36 -76.00 -578.65 -79.48 1152.04 -96.32 995.62 -16.12 1077.57 -63.52 476.70 -90.37 271.69 0.58 513.55 -58.22 54.50 95.89 -1446.04 -2.59 -1159.94 -19.31 -1289.90 61.01 -719.29 13.73 -446.09 37.14 -303.34 -12.89 -590.90 78.18 -167.69 24.31 -8.24 4842.33 71.01
Helman O. Mozo
Page
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296 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-447.26 -447.27 -447.29 -447.30 -447.31 -447.32 -447.34 -447.35 -447.37 -447.38 567.79 1075.57 1576.22 1640.72 1640.71 -436.89 -328.63 -436.90 -436.89 -436.88 -436.87 -6.50 -6.50 -31.54 -0.01 -0.01 -328.63 -447.33 -447.31 -447.29 -447.28 -447.27 -436.89 -436.88 -436.88 -436.87 -436.87 -436.87 -436.86 -436.86 -6.50 -6.50 -6.50 -6.50 -6.49 -31.54 -31.54 -0.01 -0.01 -0.01 -0.01 -0.00
5612.17 -3753.07 -2545.72 124.05 -7244.71 11270.93 -1363.95 -1363.95 -838.63 938.35 21.18 -1066.25 1134.46 -392.89 -1456.48 8237.15 147.59 -9934.86 -4648.22 -2855.65 -1734.97 -318.15 -2011.44 -516.81 -721.31 -69.53 147.58 7082.89 2979.93 1366.55 4535.40 -2596.11 -996.28 -2169.88 3106.11 284.76 -1690.49 1676.63 -125.26 -640.60 845.99 -70.95 818.45 439.28 -253.89 422.99 -250.94 -341.96 -229.56 -56.08 -106.38 -23.02
-33.66 2596.11 178.62 4021.26 71.01 -66.50 -4535.40 -63.40 -4132.45 -64.77 7.88 -1366.55 56.94 -1589.17 26.33 -41.80 -2979.92 23.82 -877.01 -5.52 -1.63 -11270.93 -24.93 -4572.95 -6.56 24.93 11876.66 -28.12 4148.60 -0.57 -0.36 -7082.89 -16.65 -1705.66 -3.43 0.36 838.63 -84.00 -90.48 -14.41 84.00 -938.35 106.98 -214.29 23.03 -106.98 -21.18 47.95 182.61 -11.75 48.57 1066.25 -285.21 215.01 -46.79 333.49 -1134.46 302.40 -290.18 83.85 -254.80 392.89 -66.38 281.83 -59.27 72.51 1456.48 -315.37 222.91 -50.90 315.37 -2332.92 509.29 -439.16 95.57 11711.94 4648.21 7925.18 7762.27 11829.59 488.80 -10067.16 1091.34 -9373.82 1493.20 -9750.85 -8237.16 -11711.94 -10914.12 -12890.57 -7925.19 996.27 1363.23 -2199.97 -3952.99 -4587.53 -284.77 -806.67 -1891.82 -3249.52 -2562.68 125.26 -38.22 -969.71 -1566.81 -140.74 -818.46 579.38 -800.03 308.74 -1354.85 -7924.47 6312.66 -6993.60 3489.66 -154.73 -422.98 -145.03 -934.01 -297.91 -441.40 -272.58 320.52 -1792.59 -218.02 -65.16 -8.32 38.18 -140.41 -48.68 -488.80 3095.01 430.05 1532.10 -27.76 16.65 11876.66 28.12 2652.61 6.26 -23.82 7244.71 1.63 3021.09 -6.56 -56.94 -124.05 41.80 453.38 -5.52 63.40 2545.73 -7.88 3358.08 26.33 -178.62 3753.07 66.50 668.35 -64.77 -1363.24 2169.88 3416.64 706.99 1236.99 -3416.64 -3106.12 -3939.75 -3178.31 -4431.56 3939.74 2855.65 4587.53 3591.42 5136.91 806.66 1690.49 2990.98 1189.91 2287.73 -2990.99 -1676.64 -2083.25 -2028.39 -3056.77 2083.24 1734.97 2562.67 2055.18 2798.74 38.21 640.60 1555.45 310.44 960.04 -1555.46 -2414.45 -1962.58 -1840.39 -2119.30 438.06 2011.43 1354.86 2011.25 1261.99 -1189.86 -846.00 -438.05 -645.42 -1145.84 -579.37 70.95 1189.87 626.02 429.71 -919.60 318.14 140.75 533.13 -548.20 477.01 -439.29 919.61 -487.91 983.04 145.03 250.95 -8.50 669.80 135.69 8.50 -822.14 195.40 -1066.49 202.64 -242.23 -72.56 211.96 -747.63 -54.59 -224.34 -12.45 126.83 -436.49 -175.88 -72.03 3.32 74.94 -95.16 5.25 -120.64 -20.19 71.47 -228.29 -88.68 -54.11 38.84 -24.40 28.54 -141.61
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
297 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00
108.43 15.47 272.57 72.55 12.44 -3.33 20.18 8.31 -38.85 -42.15 -3.53
59.93 -21.03 -320.53 -211.97 -126.84 -74.95 -71.49 -38.19 24.39 40.96 12.36
42.14 3.52 341.94 229.55 56.07 106.37 69.52 23.01 -108.44 -15.49 -0.01
-40.98 -12.38 242.21 224.33 72.02 120.63 65.15 54.10 -59.94 21.01 -0.01
17:07:07 03/17/10
271.55 34.25 1108.34 544.87 123.55 185.83 161.78 56.47 -265.66 -103.95 -6.40
34.18 -60.25 -141.25 22.29 -98.88 82.38 -11.43 28.69 -64.13 111.78 22.28
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 9 "COMBO 2-3"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004707 -0.0003545 -0.008817 0.3324 0.3540 0.1263 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01238 -1000 92.29 0.0000 0.0000 0.0000 -3.51 -1007 100.9 D4Z13P 0.01183 -1000 82.79 0.0000 0.0000 0.0000 0.01183 -1007 96.13 D5Z19P 0.01301 -0.0106 -0.0008827 -0.0264 -0.0147 -0.5878 -6.327 -6.351 18.73 D6Z26P 0.01955 -1000 86.97 0.0000 0.0000 0.0000 -2.513 -1006 113.3 D7Z31P 0.01897 -1000 77.25 0.0000 0.0000 0.0000 0.01897 -1005 108.6 D8Z26P 0.01974 -0.01426 -0.001411 -0.0299 -0.0214 -0.7429 -5.813 -5.847 26.28 D9Z13P 0.01367 -0.01073 -0.0007371 -0.0317 -0.0434 -0.4204 -6.689 -6.714 13.34 D10Z31P 0.01946 -0.01479 -0.001552 -0.0547 -0.0706 -0.7909 -5.475 -5.509 31.32 D11Z36P 0.01889 -0.01501 -0.001636 -0.0369 -0.0351 -0.7460 -5.139 -5.173 36.32 D12Z45P 0.02416 -0.01895 -0.001933 -0.0185 -0.0176 -0.6683 -4.579 -4.622 44.57 D13Z45P 0.02413 -1000 92.11 0.0000 0.0000 0.0000 -2.359 -1005 136.7 D14Z50P 0.02279 -1000 82.49 0.0000 0.0000 0.0000 0.02279 -1004 132.8 D15Z55P 0.02158 -0.01797 -0.002052 0.1089 0.1048 -0.5812 -3.862 -3.901 55.28 D16Z68P 0.0155 -0.01156 -0.0001224 -0.2715 -0.2572 0.0920 3.047 -3.043 67.95 D17Z68P 0.016 -0.01359 -0.002121 -0.2289 -0.2351 -0.4128 -3.015 -3.045 67.95 D18Z55P 0.02152 -0.01677 0.0003585 0.1505 0.1482 0.0758 3.905 -3.9 55.29 D19Z75P 0.007654 -0.005193 -0.001395 -0.0050 0.0023 0.1026 2.541 -2.539 75.35 D20Z75P 0.008086 -0.007007 -0.002051 -0.0979 -0.1072 -0.3584 -2.526 -2.541 75.35 D21Z81P 0.003335 -0.001036 -0.002926 -0.0663 -0.0618 0.1110 2.136 -2.133 81.32 D22Z81P 0.002027 -0.001431 -0.001979 -0.0350 -0.0437 -0.3090 -2.13 -2.134 81.32 D23Z86P -3.404e-005 -0.0001851 -0.001865 -0.0504 -0.0566 -0.2630 -1.827 -1.827 85.87 D24Z86P 7.11e-005 0.0009118 -0.004637 0.0123 0.0167 0.1172 1.827 -1.826 85.87 D25Z90P 0.000167 0.0004405 -0.006362 -0.0871 -0.0790 0.1221 1.577 -1.576 89.59 D26Z90P -0.001603 0.001834 -0.001822 -0.0297 -0.0068 -0.2316 -1.578 -1.575 89.59 D27Z93P 0.0003982 -0.0006157 -0.00172 0.0648 -0.0232 -0.2006 -1.325 -1.326 93.33 D28Z50P 0.02284 -0.01856 -0.002004 -0.0946 -0.1061 -0.6012 -4.192 -4.233 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01154 -0.00971 0.002638 0.0000 0.0000 0.0000 3.534 -7.032 8.593 D31Z19P 0.01357 -0.009651 -0.000574 0.0084 0.0190 0.0249 6.354 -6.35 18.73 D32Z26P 0.01844 -0.01554 0.0002581 0.0000 0.0000 0.0000 2.551 -5.848 26.29 D33Z26P 0.01847 -0.01261 -0.0003024 0.0135 0.0286 0.0350 5.851 -5.845 26.28 D34Z13P 0.01365 -0.009614 0.0001247 0.0003 -0.0014 0.0184 6.717 -6.713 13.34 D35Z31P 0.01904 -0.01297 -0.0004013 -0.0060 -0.0029 0.0426 5.513 -5.507 31.32 D36Z36P 0.01913 -0.01332 -0.0005413 0.0171 0.0219 0.0494 5.177 -5.171 36.32 D37Z45P 0.02439 -0.0187 0.0004072 0.0244 0.0293 0.0607 4.628 -4.622 44.58 D38Z45P 0.02437 -0.02155 0.0005791 0.0000 0.0000 0.0000 2.408 -4.625 44.58 D39Z50P 0.02285 -0.01764 0.0004072 -0.0683 -0.0627 0.0685 4.237 -4.232 50.36 D40Z113P 0.117 -0.1164 -0.002066 0.4240 0.4254 0.0628 -1.208 -1.441 113.3 D41Z113P 0.1171 -0.1166 -0.02073 0.4471 0.4389 0.1249 1.442 -1.442 113.2 D42Z110P 0.09255 -0.09181 -0.002016 0.4173 0.4226 0.0189 -1.232 -1.417 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
299 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
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17:07:07 03/17/10
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109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
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17:07:07 03/17/10
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133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.592 96.13 26.28 108.6 44.58 132.8 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.59
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
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17:07:07 03/17/10
7.6 6.354 1006 5.85 6.717 5.512 5.176 4.623 1005 4.234 1.442 1.418 1.395 1.374 1.355 1.338 1.346 1.384 1.43 1.33 1.363 1.406 1.454 1.045 0.8416 0.8546 0.868 0.8818 0.8958 0.9104 0.9249 0.9396 0.631 0.8362 0.7332 0.7645 0.6376 0.6514 0.6659 0.6807 0.6957 0.7109 0.7263 0.7416 0.7569 0.6444 0.6586 0.6732 0.6881 0.7033 0.7186 0.734
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0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
0.3993 -0.3979 -0.002381 0.7918 0.7886 -0.1526 -0.00146 0.0001569 -0.00188 0.0566 0.0443 -0.0079 -0.001376 0.002107 -0.001756 -0.0145 -0.0230 -0.0166 0.0004752 0.0001006 -0.001783 -0.0220 -0.0189 -0.0162 0.00321 -0.002569 -0.001787 -0.0467 -0.0510 -0.0192 0.005187 -0.00452 -0.00177 -0.0144 -0.0121 -0.0133 0.04307 -0.04221 -0.001682 -0.0813 -0.0836 -0.0211 0 0 0 0.0000 0.0000 0.0000 0.0002738 -0.000281 0.005284 0.2105 0.2523 -0.2524 0.01238 -1000 -92.29 0.0000 0.0000 0.0000 0.01217 -1000 -101.8 0.0000 0.0000 0.0000 0.01688 -1000 -86.97 0.0000 0.0000 0.0000 0.01734 -1000 -96.7 0.0000 0.0000 0.0000 0.01991 -1000 -92.11 0.0000 0.0000 0.0000 0.01915 -1000 -101.7 0.0000 0.0000 0.0000 0.01243 -0.01318 -0.003393 -0.2765 -0.2365 -0.3802 0.01772 -0.01733 -0.003633 0.1181 0.1819 -0.4424 0.005847 -0.006356 -0.002202 -0.0255 0.0174 -0.3428 0.001965 -0.003221 -0.0007701 -0.0601 -0.0144 -0.3126 -0.0004051 -1.111e-005 0.0009668 -0.0196 0.0240 -0.2898 0.0001882 -0.0007071 0.002673 -0.0901 -0.0520 -0.2715 0.01342 -0.01185 -0.004118 0.0000 0.0000 0.0000 0.01364 -0.0103 -0.001558 0.0360 0.0863 -0.2590 0 0 0 0.0000 0.0000 0.0000 0.01322 -0.01028 -0.001241 -0.0172 0.0418 -0.4480 0.01825 -0.01663 -0.002742 0.0000 0.0000 0.0000 0.01842 -0.01496 -0.002194 -0.0144 0.0565 -0.5359 0.01482 -0.01129 -0.001658 -0.0390 0.0019 -0.3516 0.01774 -0.01483 -0.002315 -0.0505 0.0175 -0.5628 0.017 -0.01464 -0.002345 -0.0162 0.0481 -0.5379 0.02134 -0.02042 -0.003534 -0.0075 0.0531 -0.4966 0.02131 -0.02089 -0.003611 0.0000 0.0000 0.0000 0.01922 -0.01862 -0.003615 -0.1014 -0.0424 -0.4676 0.1171 -0.1165 0.01647 0.4425 0.4362 -0.1611 0.09271 -0.09191 0.01535 0.3915 0.3999 -0.1763 0.06983 -0.06927 0.01397 0.3907 0.3867 -0.1915 0.04874 -0.04832 0.0123 0.3179 0.3308 -0.2067 0.02982 -0.02951 0.01032 0.3399 0.3298 -0.2219 0.0137 -0.01358 0.007961 0.1790 0.1978 -0.2372 0.02102 -0.02061 0.009251 0.2823 0.2850 -0.2296 0.0591 -0.05851 0.01322 0.3650 0.3662 -0.1991 0.1047 -0.1039 0.01597 0.4270 0.4223 -0.1687 0.008391 -0.00861 0.006673 0.2459 0.2343 -0.2448 0.03966 -0.03959 0.01139 0.3227 0.3248 -0.2143 0.0814 -0.0809 0.01473 0.3905 0.3957 -0.1839 0.13 -0.129 0.01696 0.3957 0.4455 -0.1535 0.144 -0.1429 0.01183 0.3430 0.4105 -0.1622 0.1512 -0.1502 0.009223 0.4219 0.4940 -0.1674 0.1646 -0.1628 0.009702 0.5537 0.5541 -0.1644 0.1781 -0.1765 0.01012 0.5506 0.5460 -0.1613 0.1919 -0.1902 0.01048 0.5589 0.5597 -0.1582 0.2059 -0.2043 0.01079 0.5792 0.5756 -0.1552
17:07:07 03/17/10
0.7493 1.438 1.691 1.968 2.319 2.766 3.448 1.9e-015 -1.325 3.535 0.01217 2.55 0.01734 2.403 0.01915 -3.019 -3.865 -2.528 -2.13 -1.827 -1.576 -3.509 -7.009 -7.6 -6.327 -2.515 -5.814 -6.688 -5.477 -5.141 -4.582 -2.362 -4.195 -1.208 -1.232 -1.255 -1.276 -1.295 -1.311 -1.304 -1.266 -1.22 -1.317 -1.285 -1.244 -1.195 -0.7577 -0.5388 -0.5254 -0.5119 -0.4981 -0.4841
-0.04793 1.44 1.694 1.968 2.313 2.756 3.363 1.325 1.325 -993 -993.3 -994.2 -994.5 -995.4 -995.8 3.018 3.866 2.527 2.129 1.827 1.576 7.011 7.012 7.6 6.33 5.816 5.818 6.692 5.479 5.144 4.583 4.582 4.196 1.209 1.233 1.256 1.277 1.295 1.311 1.304 1.266 1.221 1.316 1.285 1.244 1.196 0.7588 0.5398 0.5272 0.5135 0.4998 0.4857
139.8 91.63 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -83.7 -88.45 -60.69 -65.38 -47.54 -51.38 67.95 55.28 75.35 81.32 85.88 89.6 8.586 8.588 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 110 106.6 103.3 99.99 96.67 98.33 105 111.6 95.01 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7
Helman O. Mozo
Page
Job
303 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2204 0.2349 0.2496 0.2809 0.2597 0.2702 0.4145 0.2877 0.3015 0.3159 0.3307 0.3457 0.3609 0.3763 0.3916 0.4069 0.2944 0.3086 0.3233 0.3381 0.3533 0.3686 0.384 0.3993 -0.002295 0.0009236 0.0009435 0.004488 0.005856 0.04335 0 0.01191 1000 0.01665 1000 0.02089 1000 1000 1000 1000 0.2874 0.3013 0.3157 0.3305 0.3456 0.3609 0.3763 0.3916 0.4069
-0.2188 -0.2334 -0.2483 -0.2795 -0.2582 -0.2688 -0.4132 -0.286 -0.2999 -0.3144 -0.3292 -0.3442 -0.3595 -0.3749 -0.3903 -0.4055 -0.2929 -0.3071 -0.3218 -0.3367 -0.3518 -0.3672 -0.3826 -0.3979 0.002008 -0.001377 -0.001746 -0.00551 -0.006574 -0.04231 0 -0.01021 -0.009419 -0.01492 -0.01465 -0.02039 -0.01854 -0.009226 -0.0142 -0.01893 -0.286 -0.2999 -0.3143 -0.3291 -0.3442 -0.3595 -0.3749 -0.3902 -0.4055
0.01105 0.01127 0.01146 0.005667 0.009596 0.007644 0.007251 0.005926 0.006359 0.006684 0.006913 0.007077 0.007183 0.007236 0.007249 0.007251 0.006156 0.006535 0.006808 0.007002 0.007137 0.007216 0.007245 0.00725 0.004428 0.001748 0.0001304 -0.001534 -0.002351 -0.007265 0 -0.003253 -101.8 -0.00252 -96.7 -0.003695 -101.7 -92.29 -86.97 -92.11 -0.00235 -0.002362 -0.002373 -0.002378 -0.002385 -0.00239 -0.002395 -0.002394 -0.002394
0.5848 0.5981 0.5919 0.6415 0.5620 0.5872 0.7890 0.7011 0.7307 0.7596 0.7706 0.7843 0.7925 0.7970 0.7900 0.7901 0.7235 0.7453 0.7663 0.7774 0.7890 0.7958 0.7938 0.7896 -0.0561 0.0067 -0.0747 -0.0611 -0.0338 -0.1100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6966 0.7320 0.7605 0.7688 0.7839 0.7924 0.7985 0.7884 0.7897
Joint Support Reactions for Load Case "COMBO 2-3":
17:07:07 03/17/10
0.5861 0.5895 0.5973 0.6869 0.6090 0.6142 0.7888 0.7034 0.7312 0.7595 0.7688 0.7833 0.7916 0.7970 0.7880 0.7887 0.7126 0.7443 0.7640 0.7768 0.7873 0.7933 0.7925 0.7893 -0.0114 0.0405 -0.0207 -0.0276 0.0211 -0.0650 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6961 0.7326 0.7592 0.7711 0.7844 0.7926 0.7968 0.7904 0.7900
-0.1521 -0.4696 0.4712 125.1 -0.1491 -0.4551 0.4566 126.5 -0.1460 -0.4404 0.4417 127.9 -0.1619 -0.06914 0.07054 130.9 -0.1481 -0.317 0.3185 128.9 -0.1572 -0.1931 0.1946 129.9 -0.1619 0.06454 -0.06318 140.9 -0.1619 -0.06235 0.06401 131.5 -0.1619 -0.04853 0.05006 132.6 -0.1619 -0.03412 0.03563 133.7 -0.1619 -0.01933 0.02081 134.8 -0.1619 -0.004298 0.005764 135.9 -0.1619 0.01094 -0.009502 137 -0.1619 0.0263 -0.0249 138.1 -0.1619 0.04164 -0.04026 139.2 -0.1619 0.05691 -0.05554 140.3 -0.1619 -0.05555 0.05709 132 -0.1619 -0.04142 0.04292 133.1 -0.1619 -0.02675 0.02825 134.2 -0.1619 -0.01186 0.01332 135.3 -0.1619 0.003293 -0.001848 136.4 -0.1619 0.01861 -0.01718 137.6 -0.1619 0.034 -0.0326 138.7 -0.1619 0.04927 -0.0479 139.8 -0.2608 -1.442 1.442 91.63 -0.2804 -1.691 1.691 87.87 -0.2997 -1.967 1.966 83.78 -0.3271 -2.311 2.31 78.6 -0.3590 -2.754 2.754 71.98 -0.4079 -3.361 3.362 62.39 0.0000 -1.325 1.457e-011 93.33 0.0000 -7.011 3.512 8.587 0.0000 993.3 -0.009419 -88.45 0.0000 -5.816 2.518 26.28 0.0000 994.5 -0.01465 -65.38 0.0000 -4.582 2.363 44.57 0.0000 995.8 -0.01854 -51.38 0.0000 993 -3.532 -83.7 0.0000 994.2 -2.547 -60.69 0.0000 995.4 -2.402 -47.54 0.1275 -0.06256 -0.636 131.4 0.1275 -0.04873 -0.6499 132.6 0.1275 -0.03427 -0.6643 133.7 0.1275 -0.01945 -0.6791 134.8 0.1275 -0.0044 -0.6942 135.9 0.1275 0.01087 -0.7095 137 0.1275 0.02626 -0.7249 138.1 0.1275 0.04163 -0.7402 139.2 0.1275 0.05691 -0.7555 140.3
Helman O. Mozo
Page
Job
304 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D0Z93P -124.54 0.0 0.47 0.0 153.60 0.0 0.0 197.75 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -21.88 0.0 26.38 0.0 44.91 0.0 0.0 56.49 0.0 -2.80 0.0 -3.3 0.0 2.02 0.0 0.0 D29Z0P -48.87 0.0 39.93 0.0 250.51 0.0 0.0 258.33 0.0 -0.86 0.0 -2.0 0.0 0.01 0.0 0.0 D137Z93P -0.47 0.0 115.56 0.0 118.29 0.0 0.0 165.37 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -35.85 0.0 12.18 0.0 82.82 0.0 0.0 91.07 0.0 -3.04 0.0 -3.5 0.0 -0.43 0.0 0.0 D212Z93P -120.09 0.0 0.47 0.0 -60.67 0.0 0.0 134.55 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -36.57 0.0 30.65 0.0 -120.45 0.0 0.0 129.55 0.0 -1.23 0.0 -2.5 0.0 1.46 0.0 0.0 D287Z93P -0.47 0.0 126.90 0.0 -47.19 0.0 0.0 135.39 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-3": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.4720 -0.4720 -0.6493 124.0704 -0.0000 -152.9507 0.0000 0.0000 0.0000 D1Z93P 1.0049 -1.0049 -1.3966 -1.0049 1.0049 1.3966 0.0005 -0.0004 -0.0088 D2Z0P 1.3789 -1.3789 -2.1105 20.5005 -25.0038 -42.7949 0.0000 0.0000 0.0000 D3Z9P 1.3789 -1.3789 -2.1105 -1.3789 0.0062 2.2028 0.0124 -1000.0000 92.2871 D4Z13P 1.3789 -1.3789 -2.1105 -1.3789 0.1475 2.1933 0.0118 -1000.0000 82.7931 D5Z19P 8.4647 -4.1907 -6.4779 -8.4647 4.1907 6.4779 0.0130 -0.0106 -0.0009 D6Z26P 1.2995 -1.2995 -2.1608 -1.2995 0.0058 2.2478 0.0196 -1000.0000 86.9707 D7Z31P 1.2995 -1.2995 -2.1608 -1.2995 0.1505 2.2380 0.0190 -1000.0000 77.2494 D8Z26P 7.1684 -2.8333 -4.3674 -7.1684 2.8333 4.3674 0.0197 -0.0143 -0.0014 D9Z13P 2.8700 -1.7686 -3.2337 -2.8700 1.7686 3.2337 0.0137 -0.0107 -0.0007 D10Z31P 10.6858 -3.7526 -5.7608 -10.6858 3.7526 5.7608 0.0195 -0.0148 -0.0016 D11Z36P 3.7053 -3.7053 -4.6139 -3.7053 3.7053 4.6139 0.0189 -0.0150 -0.0016 D12Z45P 1.3763 -1.3763 -2.1381 -1.3762 1.3762 2.1381 0.0242 -0.0190 -0.0019 D13Z45P 1.3763 -1.3763 -2.1381 -1.3762 0.0062 2.2303 0.0241 -1000.0000 92.1072 D14Z50P 1.3763 -1.3763 -2.1381 -1.3762 0.1493 2.2206 0.0228 -1000.0000 82.4876 D15Z55P 3.3156 -3.3156 -5.1309 -3.3156 3.3156 5.1309 0.0216 -0.0180 -0.0021 D16Z68P 7.1638 -7.1638 -4.7479 -7.1638 7.1638 4.7479 0.0155 -0.0116 -0.0001 D17Z68P 7.1638 -7.1638 -4.7479 -7.1638 7.1638 4.7479 0.0160 -0.0136 -0.0021 D18Z55P 7.3692 -7.3692 -5.4729 -7.3692 7.3692 5.4729 0.0215 -0.0168 0.0004 D19Z75P 1.8570 -1.8570 -2.6067 -1.8570 1.8570 2.6067 0.0077 -0.0052 -0.0014 D20Z75P 6.1822 -6.1822 -2.9487 -6.1821 6.1821 2.9487 0.0081 -0.0070 -0.0021 D21Z81P 1.5327 -1.5327 -2.1115 -1.5327 1.5327 2.1115 0.0033 -0.0010 -0.0029 D22Z81P 1.5327 -1.5327 -2.1115 -1.5327 1.5327 2.1115 0.0020 -0.0014 -0.0020 D23Z86P 1.2150 -1.2150 -1.6721 -1.2150 1.2150 1.6721 -0.0000 -0.0002 -0.0019 D24Z86P 1.2150 -1.2150 -1.6721 -1.2150 1.2150 1.6721 0.0001 0.0009 -0.0046 D25Z90P 1.0800 -1.0800 -1.5014 -1.0800 1.0800 1.5014 0.0002 0.0004 -0.0064 D26Z90P 1.0800 -1.0800 -1.5014 -1.0800 1.0800 1.5014 -0.0016 0.0018 -0.0018 D27Z93P 1.0049 -1.0049 -1.3966 -1.0049 1.0049 1.3966 0.0004 -0.0006 -0.0017 D28Z50P 1.3763 -1.3763 -2.1381 -1.3762 1.3762 2.1381 0.0228 -0.0186 -0.0020 D29Z0P 1.3789 -1.3789 -2.1105 47.4952 -38.5533 -248.3958 0.0000 0.0000 0.0000 D30Z9P 1.3789 -1.3789 -2.1105 -1.3789 1.3789 2.1106 0.0115 -0.0097 0.0026 D31Z19P 2.6784 -2.6784 -4.2713 -2.6784 2.6784 4.2713 0.0136 -0.0097 -0.0006
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
305 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5251 0.5218 0.5218 0.5445 0.5445 0.5409 0.5409 0.5115 0.5115 0.4720 0.4720 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.5004 0.7422 0.7422 0.5004 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450
-1.2995 -1.2995 -1.3789 -1.2995 -2.6758 -1.3763 -1.3763 -1.3763 -0.5251 -0.5251 -0.5218 -0.5218 -0.5445 -0.5445 -0.5409 -0.5409 -0.5115 -0.5115 -0.4720 -0.4720 -0.4720 -0.9835 -1.0524 -2.3648 -1.0664 -1.0469 -1.0255 -0.4720 -0.9835 -1.0524 -2.3648 -1.0664 -1.0469 -1.0255 -0.5004 -0.7422 -0.7422 -0.5004 -0.4843 -0.4843 -2.6379 -2.6379 -0.4867 -0.4867 -0.4810 -0.4810 -2.6434 -2.6434 -0.4764 -0.4764 -0.4450 -0.4450
-2.1608 -2.1608 -2.1105 -2.1608 -4.2989 -2.1381 -2.1381 -2.1381 -0.6965 -0.6965 -0.6965 -0.6965 -0.7437 -0.7437 -0.7437 -0.7437 -0.6965 -0.6965 -0.6493 -0.6493 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6962 -1.1453 -1.1453 -0.6962 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
308 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
0.0774 0.0775 0.0776 0.0825 0.1540 0.1542 2.1754 0.1547 0.1550 0.1552 2.1903 0.1605 0.5330 3.3363 3.4293 0.8647 0.9922 6.0965 -0.0000 1.0049 0.0062 -0.1351 0.0058 -0.1388 0.0062 -0.1369 7.1638 3.3156 1.8570 1.5327 1.2150 1.0800 1.3789 3.0723 -29.2726 2.8200 1.2995 1.4430 1.7686 2.8678 2.6757 1.3762 1.3762 1.3762 0.5250 0.5217 0.5445 0.5409 0.5115 0.4720 0.9834 2.3647
0.0868 0.0868 0.0868 0.0929 0.1735 0.1735 1.1023 0.1735 0.1735 0.1735 1.1023 0.1797 0.7473 1.0961 1.2600 1.1935 1.4132 3.3347 61.3151 1.3966 2.0183 2.0088 2.0738 2.0641 2.0460 2.0364 4.7479 5.1309 2.6067 2.1115 1.6721 1.5014 2.1105 4.3171 122.5567 6.0366 2.1608 3.9260 3.2337 4.3674 4.2989 2.1381 2.1381 2.1381 0.6966 0.6966 0.7437 0.7437 0.6966 0.6494 1.3459 2.6755
0.3609 0.3763 0.3916 0.4069 0.2944 0.3086 0.3232 0.3381 0.3533 0.3686 0.3840 0.3993 -0.0015 -0.0014 0.0005 0.0032 0.0052 0.0431 0.0000 0.0003 0.0124 0.0122 0.0169 0.0173 0.0199 0.0191 0.0124 0.0177 0.0058 0.0020 -0.0004 0.0002 0.0134 0.0136 0.0000 0.0132 0.0182 0.0184 0.0148 0.0177 0.0170 0.0213 0.0213 0.0192 0.1171 0.0927 0.0698 0.0487 0.0298 0.0137 0.0210 0.0591
-0.3595 -0.0024 -0.3749 -0.0024 -0.3903 -0.0024 -0.4056 -0.0024 -0.2928 -0.0023 -0.3070 -0.0023 -0.3217 -0.0024 -0.3366 -0.0024 -0.3518 -0.0024 -0.3672 -0.0024 -0.3826 -0.0024 -0.3979 -0.0024 0.0002 -0.0019 0.0021 -0.0018 0.0001 -0.0018 -0.0026 -0.0018 -0.0045 -0.0018 -0.0422 -0.0017 0.0000 0.0000 -0.0003 0.0053 -1000.0000 -92.2877 -1000.0000 -101.7873 -1000.0000 -86.9735 -1000.0000 -96.6971 -1000.0000 -92.1109 -1000.0000 -101.7327 -0.0132 -0.0034 -0.0173 -0.0036 -0.0064 -0.0022 -0.0032 -0.0008 -0.0000 0.0010 -0.0007 0.0027 -0.0118 -0.0041 -0.0103 -0.0016 0.0000 0.0000 -0.0103 -0.0012 -0.0166 -0.0027 -0.0150 -0.0022 -0.0113 -0.0017 -0.0148 -0.0023 -0.0146 -0.0023 -0.0204 -0.0035 -0.0209 -0.0036 -0.0186 -0.0036 -0.1165 0.0165 -0.0919 0.0153 -0.0693 0.0140 -0.0483 0.0123 -0.0295 0.0103 -0.0136 0.0080 -0.0206 0.0093 -0.0585 0.0132
Helman O. Mozo
Page
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309 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 0.9922 6.0966 0.4720 1.3789 1.3789 1.2995 1.2995 1.3763 1.3763 1.3789 1.2995 1.3763 0.0771
-1.0469 -0.4720 -1.0524 -1.0664 -1.0255 -0.5004 -0.7422 -0.4843 -2.6379 -0.4867 -0.4810 -2.6434 -0.4764 -0.4450 -0.2836 -0.2065 -0.2065 -0.0829 -0.0771 -0.0772 -0.0773 -0.0775 -0.0776 -0.0777 -0.0779 -0.0780 -0.0829 -0.1542 -0.1545 -2.1757 -0.1551 -0.1553 -0.1556 -2.1907 -0.1609 -0.5330 -3.3363 -3.4293 -0.8647 -0.9922 -6.0966 -0.4720 -1.3789 -1.3789 -1.2995 -1.2995 -1.3763 -1.3763 -1.3789 -1.2995 -1.3763 -0.0771
-1.3931 -0.6493 -1.4403 -1.4403 -1.3927 -0.6962 -1.1453 -0.8813 -1.8904 -0.8644 -0.8545 -1.8706 -0.8446 -0.6331 -0.2976 -0.2108 -0.2108 -0.0929 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.4132 -3.3347 -0.6493 -2.1105 -2.1105 -2.1608 -2.1608 -2.1381 -2.1381 -2.1105 -2.1608 -2.1381 -0.0868
-1.0468 1.0468 -0.4720 0.4720 -1.0524 1.0524 -1.0663 1.0663 -1.0254 1.0254 -0.5002 0.5002 -0.7421 0.7421 -0.4841 0.4842 -2.6377 2.6377 -0.4865 0.4865 -0.4808 0.4808 -2.6432 2.6432 -0.4762 0.4762 -0.4448 0.4448 -0.2833 0.2833 -0.2062 0.2062 -0.2062 0.2062 -0.0825 0.0825 -0.0768 0.0768 -0.0769 0.0769 -0.0770 0.0770 -0.0771 0.0771 -0.0772 0.0772 -0.0774 0.0774 -0.0775 0.0775 -0.0776 0.0776 -0.0825 0.0825 -0.1539 0.1540 -0.1542 0.1542 -2.1754 2.1754 -0.1547 0.1547 -0.1550 0.1550 -0.1552 0.1552 -2.1903 2.1903 -0.1605 0.1605 -0.5330 0.5330 -3.3363 3.3363 -3.4293 3.4293 -0.8647 0.8647 -0.9922 0.9922 -6.0965 6.0965 -0.0000 -126.4266 -1.3789 1.3789 0.1351 1.3789 -1.2995 1.2995 0.1388 1.2995 -1.3762 1.3762 0.1369 1.3762 -0.0062 1.3789 -0.0058 1.2995 -0.0062 1.3762 -0.0768 0.0768
17:07:07 03/17/10
1.3931 0.6494 1.4403 1.4403 1.3928 0.6962 1.1453 0.8813 1.8904 0.8644 0.8545 1.8706 0.8446 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929 0.1736 0.1736 1.1024 0.1736 0.1736 0.1736 1.1024 0.1797 0.7473 1.0961 1.2600 1.1935 1.4132 3.3347 47.8352 2.1105 2.0088 2.1608 2.0641 2.1381 2.0364 2.0183 2.0738 2.0460 0.0868
0.1047 0.0084 0.0397 0.0814 0.1300 0.1440 0.1512 0.1646 0.1781 0.1919 0.2059 0.2204 0.2349 0.2496 0.2809 0.2597 0.2702 0.4145 0.2877 0.3015 0.3159 0.3307 0.3457 0.3609 0.3763 0.3916 0.4069 0.2944 0.3086 0.3233 0.3381 0.3533 0.3686 0.3840 0.3993 -0.0023 0.0009 0.0009 0.0045 0.0059 0.0433 0.0000 0.0119 1000.0000 0.0166 1000.0000 0.0209 1000.0000 1000.0000 1000.0000 1000.0000 0.2874
-0.1039 0.0160 -0.0086 0.0067 -0.0396 0.0114 -0.0809 0.0147 -0.1290 0.0170 -0.1429 0.0118 -0.1502 0.0092 -0.1628 0.0097 -0.1765 0.0101 -0.1902 0.0105 -0.2043 0.0108 -0.2188 0.0111 -0.2334 0.0113 -0.2483 0.0115 -0.2795 0.0057 -0.2582 0.0096 -0.2688 0.0076 -0.4132 0.0073 -0.2860 0.0059 -0.2999 0.0064 -0.3144 0.0067 -0.3292 0.0069 -0.3442 0.0071 -0.3595 0.0072 -0.3749 0.0072 -0.3903 0.0072 -0.4055 0.0073 -0.2929 0.0062 -0.3071 0.0065 -0.3218 0.0068 -0.3367 0.0070 -0.3518 0.0071 -0.3672 0.0072 -0.3826 0.0072 -0.3979 0.0073 0.0020 0.0044 -0.0014 0.0017 -0.0017 0.0001 -0.0055 -0.0015 -0.0066 -0.0024 -0.0423 -0.0073 0.0000 0.0000 -0.0102 -0.0033 -0.0094 -101.7872 -0.0149 -0.0025 -0.0146 -96.6972 -0.0204 -0.0037 -0.0185 -101.7327 -0.0092 -92.2886 -0.0142 -86.9739 -0.0189 -92.1111 -0.2860 -0.0024
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.0772 -0.0773 -0.0775 -0.0776 -0.0777 -0.0779 -0.0780 -0.0829
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0769 -0.0770 -0.0771 -0.0772 -0.0774 -0.0775 -0.0776 -0.0825
0.0769 0.0770 0.0771 0.0772 0.0774 0.0775 0.0776 0.0825
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------------D127P 68.72 -20026.38 -760.16 7951.46 257.28 -7038.12 -293.12 D128P 68.72 -7951.46 -257.28 -5027.66 -341.04 -6358.51 -293.12 D129P 68.71 2249.20 -21.45 2371.60 441.43 2303.83 209.40 D130P 68.71 -665.23 -23.61 774.20 -464.18 44.26 -198.14 D131P 68.71 1431.19 77.20 -455.20 382.62 299.72 141.20 D132P 68.70 -730.95 28.38 7264.55 -520.08 1613.65 -121.44 D133P 68.70 -7264.56 520.08 -11192.71 537.08 -3307.98 189.47 D134P 68.70 1436.10 82.33 6929.95 303.90 1689.35 77.99 D135P 68.70 1436.10 -82.33 -577.62 -88.73 147.86 -29.46 D136P 68.70 577.62 88.73 689.43 67.92 152.80 18.89 D137P 68.70 -689.43 -67.92 -85.07 -50.91 -154.20 -23.66 D138P 68.69 85.07 50.91 -554.40 -262.30 -92.79 -41.80 D139P 68.69 554.40 262.30 677.45 313.92 162.43 75.98 D140P 68.69 -677.45 -313.92 -344.00 -55.69 -188.48 -68.20 D141P 68.69 344.00 55.69 -1171.37 -526.13 -173.40 -98.60 D142P 68.69 1171.37 526.13 2001.14 787.67 367.67 152.26 D143P -3.53 -18175.20 27425.23 -7761.41 13313.03 -15624.46 24541.12 D144P 433.22 -188.84 -977.37 9812.25 -1716.89 9093.96 -2546.03 D145P -3.54 13621.10 -14700.50 18175.21 -27425.24 19096.88 -25300.74 D146P -3.53 7761.41 -13313.03 -5138.54 7181.24 1580.04 -3693.85 D147P -3.52 4034.53 -6252.65 -928.15 255.83 1871.31 -3612.55 D148P -3.52 2282.23 -3157.55 -306.42 -29.51 1190.25 -1919.92 D149P -70.13 -62.97 361.42 180.37 1396.12 82.64 1237.08 D150P -70.14 -251.40 2158.89 5687.22 8189.41 3826.12 7283.87 D151P 37.96 565.08 675.47 464.52 241.36 1023.27 911.19 D152P -0.05 537.57 -875.08 -262.66 -365.24 495.84 -2237.06 D153P -0.02 33.54 -145.44 -11.62 -18.54 39.54 -295.74 D154P 433.21 -188.83 977.37 -3075.54 1481.33 -1542.38 1161.71 D155P 68.70 -6929.95 -303.90 -11192.70 -537.08 -2535.52 -117.66 D156P 68.70 455.20 -382.62 730.95 -28.38 350.47 -121.44 D157P 68.71 -774.21 464.18 -1431.19 -77.20 -804.73 141.21 D158P 68.71 -2371.60 -441.43 665.23 23.61 -809.21 -198.14 D159P 68.72 5027.66 341.04 -2249.20 21.45 1605.05 209.40 D160P -3.53 5138.54 -7181.24 -1152.78 1746.85 2401.06 -3273.73 D161P -3.53 1152.79 -1746.85 6184.20 -7755.18 4419.87 -5724.12 D162P -3.53 -6184.19 7755.18 -4034.52 6252.65 -6155.85 8438.45 D163P -3.52 928.16 -255.83 -1476.39 2859.46 -330.26 1568.45
0.3013 0.3157 0.3305 0.3456 0.3609 0.3763 0.3916 0.4069
-0.2999 -0.3143 -0.3291 -0.3442 -0.3595 -0.3749 -0.3902 -0.4055
-0.0024 -0.0024 -0.0024 -0.0024 -0.0024 -0.0024 -0.0024 -0.0024
Helman O. Mozo
Page
Job
311 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-3.52 -3.52 -3.51 -3.51 -70.13 -70.13 -70.13 -70.13 -70.12 37.96 37.97 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.04 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.04 -8.04 -8.04 -8.04 -290.99 -773.97 -290.99 -290.99 -290.99 -291.00 8.36 8.37 -23.29
1476.39 -2859.47 2812.42 -3262.89 2583.62 -3688.17 -2812.41 3262.89 -2282.23 3157.55 -3069.06 3867.73 306.42 29.50 -762.98 1648.54 -275.03 1010.87 762.99 -1648.55 3266.07 -1083.41 2427.14 -1645.76 385.43 -1211.19 251.41 -2158.88 448.25 -2372.09 -765.04 -151.85 -385.42 1211.20 -809.78 745.64 -180.36 -1396.11 765.05 151.86 411.55 -875.79 -589.80 -688.48 62.98 -361.41 -370.81 -738.99 875.39 -76.23 589.81 688.49 1031.31 430.95 -464.53 -241.36 -322.44 7.49 -782.14 -232.43 322.43 -7.49 998.88 -235.62 1313.19 -241.62 30.33 -612.76 -58.86 -66.32 -51.46 -1224.79 130.05 -449.74 -58.50 -5.96 129.04 -821.90 29.68 -132.32 -25.26 12.79 7.98 -215.59 63.63 -218.07 -27.16 -28.45 65.78 -444.64 32.63 -65.45 17.47 42.84 90.34 -40.79 -24.57 177.77 24.32 52.80 -0.44 415.86 18.97 16.86 13.41 0.07 58.40 30.54 262.67 365.23 -30.32 612.75 419.07 1763.89 58.88 66.31 -130.04 449.73 -128.35 930.72 58.51 5.95 -29.66 132.31 52.03 249.36 25.27 -12.80 -63.61 218.06 -69.15 370.20 27.17 28.44 -33.53 145.42 -11.47 313.58 11.64 18.52 -32.61 65.44 -37.83 151.44 -17.45 -42.85 24.58 -177.78 12.86 -397.94 -24.31 -52.82 -18.96 -16.87 -78.04 -125.69 -13.39 -0.09 0.01 -0.01 -24.13 -0.18 -3489.09 -2989.65 1607.44 71.40 -1096.76 -1700.96 -1607.44 -71.40 -775.65 -4939.16 -1167.49 -2454.69 347.97 -808.34 -60.52 -1995.73 143.31 -1398.04 -101.24 -2933.57 -3.51 -3250.92 -42.55 -2512.15 -87.99 -979.02 -171.17 2022.88 -79.58 320.56 -127.78 2305.89 -56.18 -13166.26 -45.43 -2682.27 56.18 13166.27 56.51 21335.65 20.20 6183.56 56.80 2959.71 -39.62 13324.80 3.47 3288.32 56.80 -2959.71 196.07 578.62 43.55 -410.10 -196.07 -578.62 -172.82 -900.65 -44.49 -178.39 172.82 900.65 -20.29 34.01 30.37 186.09 20.29 -34.01 58.45 1191.40 15.57 228.84 -58.45 -1191.40 -47.53 -1571.18 -13.97 -364.26 47.53 1571.18 -48.92 515.03 -0.26 384.96 48.92 -515.03 -145.94 3050.97 -20.33 531.48 145.94 -3050.97 302.80 -4618.96 52.01 -888.88 18821.89 -14117.26 7174.30 -5792.00 15660.36 -11993.53 -307.65 -2720.41 1377.83 2653.96 1011.30 -62.80 -4571.13 -363.19 -18821.89 14117.25 -14049.86 8260.70 -7174.29 5791.99 3044.09 2021.61 -2488.07 4706.99 -3510.78 3082.31 -436.49 2993.95 -2377.88 3660.40 -1779.74 1489.53 -1377.50 2032.08 -1901.96 2121.45 -434.14 658.21 -49.16 1689.97 -340.18 1652.81 -1675.61 -402.71 980.53 2929.08 -489.25 1778.24 159.67 -196.78 101.49 -65.19 259.56 -260.36
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.05 0.02 -773.97 -8.05 -8.05 -8.05 -8.05 -8.05 -290.99 -290.99 -290.99 -290.99 -291.00 -291.00 -291.00 -291.00 8.37 8.36 8.36 8.35 8.35 -23.30 -23.30 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 252.64 252.65 252.66 252.67 252.68 252.69 252.70 252.71 252.72 252.73 252.74 -266.47 -589.60
25.92 -181.43 -41.88 -65.26 -307.65 2720.40 39.62 -13324.80 171.17 -2022.88 3.51 3250.92 60.52 1995.73 775.65 4939.16 -3044.09 -2021.61 -215.32 1317.86 7662.73 -6521.25 436.50 -2993.96 -1171.29 1874.81 3865.58 -3953.46 1377.51 -2032.08 -1635.43 1436.29 736.15 -1097.64 -986.43 134.15 49.17 -1689.96 262.84 -736.75 -252.88 -27.07 -101.49 65.18 53.82 -806.49 -113.33 -304.56 -106.15 -209.72 -183.24 -75.14 -62.62 -119.56 -35.78 -53.93 -128.24 60.23 -18.95 -20.76 382.54 -221.71 313.43 -235.82 270.66 -121.08 203.88 -75.97 119.19 -70.99 76.01 -38.14 74.38 24.63 50.01 41.25 4.77 12.50 14107.14 -203.89 5462.09 74.26 -3775.58 -15.08 -2126.32 -28.72 -1258.75 110.37 393.31 24.75 7429.11 510.12 -1384.49 94.18 -1384.49 -94.18 -679.61 142.39 783.68 -115.99 34.65 58.25 -974.57 -245.44
-382.52 221.70 -76.00 38.13 -485.34 -1595.59 56.51 -21335.65 127.78 -2305.89 87.99 979.02 101.24 2933.57 -347.97 808.34 215.32 -1317.86 -7662.72 6521.24 3510.79 -3082.32 1171.30 -1874.82 -3865.58 3953.45 1779.75 -1489.53 1635.44 -1436.29 -1580.16 893.79 1675.62 402.72 -736.14 1097.65 986.44 -134.14 434.15 -658.20 -262.83 736.76 -53.82 806.47 109.96 144.74 -313.42 235.81 -270.65 121.07 -203.87 75.96 -119.18 70.98 -74.36 -24.65 -50.00 -41.26 -4.75 -12.52 113.34 304.54 106.17 209.71 183.25 75.13 62.64 119.55 41.89 65.24 35.79 53.91 128.26 -60.24 18.96 20.74 0.01 -0.01 -5462.09 -74.26 3147.53 -405.19 -5125.72 502.03 -1586.42 -523.87 307.20 380.95 -7429.11 -510.12 11264.87 536.79 -7057.68 295.06 679.61 -142.39 -783.68 115.99 -34.65 -107.62 974.57 214.72 -1120.63 -247.52
17:07:07 03/17/10
-643.16 -212.60 -374.68 13.45 88.33 33.39 76.71 247.06 -1704.08 -4745.81 6731.04 968.55 -3034.26 3400.80 1815.03 -1937.10 1697.57 -1212.47 728.94 490.59 -363.00 -154.36 162.78 -769.68 -679.61 -698.19 -327.89 -198.66 -321.48 -42.75 894.37 756.79 818.68 480.69 290.53 201.65 365.48 124.41 8.62 5038.95 4217.88 -4437.99 -1508.12 -292.21 -1737.69 3350.40 -1704.72 -121.40 -176.47 149.13 199.54 -276.26
72.63 -48.93 531.46 -4849.30 -1279.03 1543.47 2337.62 3320.19 -2011.73 4722.35 -5785.28 -2933.00 3511.00 -3278.91 -2089.38 1403.66 -489.14 867.03 -1283.93 -981.86 499.53 866.30 -657.68 -123.99 -159.89 1.47 -87.62 -141.71 34.21 -60.01 149.39 -47.10 -82.88 78.60 -10.37 28.44 -64.23 111.81 22.52 -162.12 -162.12 242.78 -224.46 150.88 -119.87 187.63 78.60 -40.75 31.16 -44.52 53.97 -65.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -908.18 D503P -972.68 D504P -1533.29 D505P 232.20 D506P -284.81 D507P 232.21 D508P 232.20 D509P 232.18 D510P 232.17 D511P 84.50 D512P 84.51 D513P -30.13 D514P 0.05 D515P 0.02 D516P -284.80 D517P 252.71 D518P 252.69 D519P 252.67 D520P 252.66 D521P 252.65 D522P 232.20 D523P 232.19 D524P 232.19 D525P 232.18 D526P 232.18 D527P 232.17 D528P 232.17 D529P 232.17 D530P 84.51 D531P 84.51 D532P 84.50 D533P 84.50 D534P 84.50 D535P -30.14 D536P -30.14 D537P 0.05 D538P 0.04 D539P 0.03 D540P 0.03 D541P 0.02 D542P 0.01 D543P 0.01 D544P 0.05 D545P 0.04 D546P 0.04 D547P 0.03 D548P 0.03 D549P 0.02 D550P 0.01 D551P 0.01 D552P 0.00 D670P 486.88
1120.63 -400.18 -1715.70 -8235.90 95.51 10135.69 4630.38 2839.33 1749.63 -18.01 -178.73 -527.79 521.35 33.56 95.50 7057.68 -307.20 1586.42 5125.72 -3147.53 939.79 2168.08 -3096.62 -299.68 1684.02 -1695.41 167.33 666.12 319.93 -697.94 -239.77 -592.97 877.26 435.57 -280.91 34.57 128.97 29.95 63.58 32.60 -24.57 18.99 256.68 60.45 58.11 25.38 27.15 11.63 -17.46 -24.30 -13.38 -2183.10
217.23 -106.95 -509.43 11693.08 999.97 -9814.83 -7868.12 -4555.24 -2506.09 290.39 1870.38 -717.19 -789.40 -126.06 -999.97 -295.06 -380.95 523.87 -502.03 405.19 -1273.37 -3412.55 3928.80 844.84 -2992.58 2059.41 160.88 -1620.57 -1088.20 -241.39 -1311.89 -623.47 -130.83 254.60 -6.40 -573.47 -415.51 -104.13 -196.41 -48.39 188.39 21.01 307.39 31.23 -27.53 -35.59 7.91 0.31 -58.82 -58.11 -2.96 1954.06
400.18 100.81 1715.70 456.13 -2613.60 -729.33 -4630.37 7868.12 -9626.69 1264.49 8235.90 -11693.08 -939.78 1273.37 299.69 -844.85 -167.33 -160.89 239.78 1311.90 5892.53 7721.68 -435.56 -254.60 -256.67 -307.41 -11.62 -0.32 2718.24 -1786.43 11264.86 -536.79 -393.31 -24.75 1258.75 -110.37 2126.32 28.72 3775.58 15.08 -2168.07 3412.55 3096.63 -3928.81 -2839.33 4555.23 -1684.01 2992.57 1695.42 -2059.41 -1749.63 2506.09 -666.12 1620.56 3190.66 -653.52 178.74 -1870.37 -319.92 1088.21 697.95 241.40 18.02 -290.38 592.98 623.48 280.93 6.40 -926.82 187.13 -60.44 -31.24 -58.09 27.51 -25.37 35.57 -27.14 -7.92 17.48 58.80 24.31 58.09 13.40 2.95 -34.56 573.46 -128.95 415.50 -29.93 104.11 -63.56 196.40 -33.55 126.05 -32.59 48.37 24.58 -188.41 -18.98 -21.02 0.01 -0.01 1079.13 550.00
17:07:07 03/17/10
280.63 58.69 275.71 73.18 -501.73 -143.56 -7750.77 11783.85 -9006.80 2139.87 11033.99 -12917.66 2223.25 -3972.74 1890.98 -3253.06 953.20 -1606.62 156.10 1127.80 4021.78 6751.58 -957.44 -965.82 477.38 -1978.21 39.57 -227.94 1329.46 -1316.55 2563.48 -116.38 -206.98 -119.87 1038.18 150.88 3439.13 -224.46 362.81 242.78 -739.93 1288.66 3171.51 -4422.51 -3575.87 5110.86 -1195.00 2311.69 2035.81 -3043.37 -2075.32 2750.30 -300.47 1073.16 2323.37 -1369.93 351.00 -2082.46 -716.44 596.05 322.50 -753.49 -404.69 -643.23 1034.86 346.76 712.10 259.40 -1200.32 179.62 -46.66 -1090.66 127.83 -699.80 8.26 -123.65 65.72 -368.54 90.32 18.79 -0.45 444.57 58.41 43.21 400.62 1588.71 -123.55 805.72 50.81 138.13 -68.87 290.05 -11.53 241.60 -37.79 87.80 12.84 -445.90 -78.05 -142.72 -24.12 -5.36 -643.48 1459.55
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
486.89 486.90 486.91 486.92 486.93 486.94 486.96 486.97 486.98 486.99 -528.17 -1035.96 -1536.61 -1601.11 -1601.10 669.65 989.73 669.65 669.65 669.64 669.64 14.30 14.29 32.45 -0.04 -0.02 989.73 486.95 486.92 486.91 486.90 486.89 669.64 669.64 669.64 669.64 669.64 669.64 669.64 669.64 14.29 14.30 14.30 14.30 14.30 32.46 32.46 -0.04 -0.03 -0.03 -0.02 -0.01
-1079.13 -550.00 204.89 975.56 -40.81 3277.47 -91.84 -394.89 -159.43 5501.60 63.32 -16737.59 54.29 -2836.90 54.29 2836.90 -188.87 823.69 181.89 -1201.24 41.50 -47.17 -348.37 1635.06 322.43 -1854.41 -48.80 570.34 -279.40 2864.65 8834.53 -29780.96 244.58 2860.23 200.75 2886.63 -4058.76 11267.46 -2311.38 4783.01 -1198.81 2090.98 -380.76 721.04 -1408.09 -315.76 -145.93 111.31 69.83 -218.75 -29.12 -65.23 244.58 -2860.22 40.87 13012.44 216.65 -1161.74 -41.87 -3100.96 211.58 -1485.72 378.72 -5067.78 1171.73 3878.90 -1223.23 -346.28 4572.84 -10337.14 1675.08 -1897.20 -1388.64 1756.94 2718.41 -5122.55 1643.44 -2035.10 -1728.65 1689.30 630.98 -1189.18 -915.28 227.03 -11.55 -1776.87 212.17 -733.49 -184.53 21.84 82.42 -44.88 -30.09 791.14 -87.92 -296.56 -83.35 -211.58 -164.73 -74.69 -48.28 -119.74 -24.59 -53.86
-378.72 5067.78 -211.58 1485.72 41.87 3100.96 -216.65 1161.74 -63.32 16737.59 61.65 -21381.95 -40.87 -13012.43 188.87 -823.69 -181.89 1201.24 -41.50 -49.35 348.37 -1683.34 -322.43 1806.81 48.80 -576.47 279.40 -2864.65 -374.82 4499.71 4058.76 -11267.47 -1062.83 -3305.44 -8834.53 29780.95 -1171.73 -3878.91 -1675.08 1897.19 -1643.44 2035.09 11.56 1776.88 1688.28 3191.34 -82.42 44.89 -347.65 236.36 -64.00 38.09 182.81 988.65 61.65 21381.95 159.43 -5501.60 91.84 394.89 40.81 -3277.47 -204.89 -975.56 1223.24 346.27 -4572.83 10337.14 2311.38 -4783.01 1388.64 -1756.94 -2718.41 5122.55 1198.81 -2090.99 1728.65 -1689.30 -997.75 739.22 1408.10 315.77 -630.97 1189.19 915.29 -227.02 380.77 -721.03 -212.16 733.50 30.09 -791.13 -105.30 -201.45 -289.88 232.74 -248.97 121.77 -188.50 75.82 -105.65 71.06 -64.21 -24.68
17:07:07 03/17/10
-714.21 2213.27 -3.33 1227.14 0.43 2590.92 -94.73 235.49 -55.01 5492.58 22.40 -6831.93 2.71 -3200.44 41.88 346.74 -44.71 244.20 27.95 -249.00 77.09 -342.15 -88.45 453.83 68.50 -448.56 48.33 -480.84 -75.82 853.47 7767.05 -24727.97 -773.23 -420.71 -5185.46 19620.17 -3150.89 4450.94 -2401.48 4024.22 -1712.19 2485.59 -259.87 1758.21 197.22 2024.04 -226.95 155.24 -501.08 31.76 -167.95 -48.96 201.94 -884.30 14.34 4812.07 111.12 -1968.83 18.24 -987.42 119.69 -2258.84 100.42 -3491.10 1442.75 2545.29 -3491.61 6018.59 4147.12 -9108.53 1845.62 -2201.29 -2474.12 4144.27 2359.78 -4345.51 2031.38 -2243.62 -1642.41 1462.97 1435.25 -614.77 -1088.36 996.83 636.11 -1410.48 417.35 -1023.79 -279.22 531.66 111.82 -830.87 -134.56 586.07 -681.41 -115.11 -599.38 -161.98 -637.10 2.04 -277.64 -87.80 -160.17 -141.65
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.04 -0.03 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00
-121.25 -16.19 347.66 289.89 248.98 188.51 105.67 64.01 64.23 46.17 2.99
60.23 -20.80 -236.38 -232.75 -121.78 -75.83 -71.07 -38.10 24.66 41.23 12.48
-46.15 -2.98 87.94 83.37 164.75 48.30 29.13 24.60 121.26 16.20 0.01
17:07:07 03/17/10
-41.24 -12.49 296.55 211.56 74.67 119.72 65.22 53.85 -60.24 20.79 -0.01
-301.92 -34.57 785.65 673.22 746.21 427.11 243.13 159.83 334.55 112.49 5.42
34.25 -60.05 108.53 -38.22 -84.97 79.17 -10.55 28.41 -64.17 111.84 22.48
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 10 "COMBO 2-4"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0001232 0.0004397 0.00275 -0.1316 -0.1167 -0.0622 1.325 -1.325 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 1.832e-007 940.4 -63.22 0.0000 0.0000 0.0000 -3.522 933.3 -54.63 D4Z13P -0.0002523 1000 -135.9 0.0000 0.0000 0.0000 -0.0002523 993.3 -122.6 D5Z19P -0.000237 0.01614 -0.0009132 -0.1203 -0.0937 -1.4185 -6.341 -6.324 18.73 D6Z26P 0.0002116 877.2 -58.98 0.0000 0.0000 0.0000 -2.533 871.4 -32.69 D7Z31P -8.936e-005 1000 -127.7 0.0000 0.0000 0.0000 -8.936e-005 994.5 -96.36 D8Z26P 0.000205 0.02359 -0.001702 -0.1547 -0.1199 -1.7934 -5.833 -5.809 26.28 D9Z13P -5.488e-005 0.01688 -0.001104 -0.0540 -0.0713 -1.0237 -6.703 -6.686 13.34 D10Z31P -7.417e-005 0.02366 -0.001839 -0.1125 -0.1326 -1.9252 -5.494 -5.471 31.32 D11Z36P -0.0001597 0.02353 -0.001907 -0.1490 -0.1166 -1.8087 -5.158 -5.135 36.32 D12Z45P 0.001098 0.03136 -0.002937 -0.1483 -0.1079 -1.6193 -4.602 -4.572 44.57 D13Z45P 0.001099 923.2 -62.07 0.0000 0.0000 0.0000 -2.382 918.6 -17.5 D14Z50P 0.0003252 1000 -133.8 0.0000 0.0000 0.0000 0.0003252 995.8 -83.4 D15Z55P 5.795e-005 0.02823 -0.003111 -0.3008 -0.0873 -1.3639 -3.883 -3.855 55.28 D16Z68P 0.001235 0.0163 -0.002772 0.3750 -0.0038 -0.0191 3.033 -3.015 67.95 D17Z68P -3.942e-005 0.02181 -0.003129 0.1622 -0.0317 -1.1072 -3.031 -3.01 67.95 D18Z55P 0.0007755 0.02309 -0.002893 -0.2147 -0.0074 -0.0502 3.884 -3.86 55.28 D19Z75P 2.17e-005 0.006825 -0.002027 0.0012 -0.0083 -0.0488 2.534 -2.527 75.35 D20Z75P 0.001218 0.01342 -0.002552 0.0817 -0.0991 -0.9269 -2.533 -2.52 75.35 D21Z81P 6.365e-005 0.001536 -0.001024 0.0719 0.0083 -0.0491 2.133 -2.131 81.32 D22Z81P 0.0009307 0.00516 -0.00143 -0.0269 -0.0508 -0.7855 -2.132 -2.127 81.32 D23Z86P 0.0006154 0.00208 -0.0003809 -0.0068 -0.0278 -0.6836 -1.826 -1.824 85.87 D24Z86P 4.546e-005 -0.001367 5.428e-005 0.0117 -0.0301 -0.0535 1.827 -1.828 85.88 D25Z90P -0.001198 -0.001286 0.001126 0.0177 0.0336 -0.0598 1.575 -1.578 89.6 D26Z90P 0.001466 0.0001935 0.0008394 0.0139 -0.0936 -0.5950 -1.575 -1.576 89.6 D27Z93P -0.0001338 0.000523 0.002602 -0.1436 0.0995 -0.5113 -1.325 -1.324 93.34 D28Z50P 0.0003647 0.02963 -0.003053 -0.0105 -0.1097 -1.4954 -4.214 -4.185 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0005918 940.4 -63.22 0.0000 0.0000 0.0000 3.522 933.3 -54.63 D31Z19P -0.000158 0.0125 -0.0008866 -0.0145 -0.0009 -0.0132 6.34 -6.328 18.73 D32Z26P -0.0005452 877.2 -58.98 0.0000 0.0000 0.0000 2.532 871.4 -32.69 D33Z26P -0.0005492 0.01771 -0.001492 -0.0238 -0.0009 -0.0188 5.832 -5.815 26.28 D34Z13P -0.0005035 0.01339 -0.001031 0.0145 0.0036 -0.0080 6.703 -6.69 13.34 D35Z31P -0.0001317 0.01779 -0.001612 0.0127 0.0052 -0.0200 5.494 -5.477 31.32 D36Z36P 0.0001637 0.01792 -0.001702 -0.0266 -0.0043 -0.0253 5.158 -5.14 36.32 D37Z45P -0.0006632 0.02578 -0.00271 -0.0387 -0.0006 -0.0318 4.603 -4.577 44.57 D38Z45P -0.0006638 923.2 -62.07 0.0000 0.0000 0.0000 2.383 918.6 -17.5 D39Z50P 0.0002865 0.02424 -0.002827 0.0909 0.0098 -0.0276 4.215 -4.19 50.35 D40Z113P 2.013e-007 0.1488 0.009826 -0.5506 0.0104 -0.2162 -1.325 -1.176 113.3 D41Z113P -0.0001483 0.1494 0.009789 -0.5540 -0.0057 -0.0005 1.325 -1.176 113.3 D42Z110P -0.0001515 0.1174 0.009107 -0.5277 -0.0110 -0.2653 -1.325 -1.208 109.9
17:07:07 03/17/10 Designed by
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P -0.0003409 D44Z107P -0.000208 D45Z107P -0.0003009 D46Z103P -0.000195 D47Z103P -0.00034 D48Z100P -0.0001255 D49Z100P -0.0003506 D50Z97P 0.0001021 D51Z97P -0.0003907 D52Z95P 0.002675 D53Z98P 0.0001947 D54Z102P 0.0008188 D55Z105P -0.0004028 D56Z108P 0.0003196 D57Z112P -0.0003271 D58Z115P 0.0003319 D59Z95P -0.002869 D60Z98P -0.0005981 D61Z102P -0.001333 D62Z105P -0.0001313 D63Z108P -0.0008117 D64Z112P -5.71e-005 D65Z115P -0.0006669 D66Z117P -0.0003569 D67Z118P -0.000413 D68Z118P 1.709e-005 D69Z117P 1.171e-005 D70Z119P -0.0004945 D71Z119P -0.0004643 D72Z121P -0.0001576 D73Z121P -0.0002574 D74Z122P -7.487e-005 D75Z122P -0.0001309 D76Z124P 0.0001635 D77Z124P 0.0001182 D78Z125P 0.000263 D79Z125P 0.0002371 D80Z126P 0.0004962 D81Z126P 0.0004646 D82Z128P 0.0005374 D83Z128P 0.0007749 D84Z131P 0.001099 D85Z131P 0.001154 D86Z129P 0.0007439 D87Z130P 0.001236 D88Z130P 0.0007185 D89Z129P 0.0008991 D90Z141P 0.00088 D91Z141P 0.0008804 D92Z131P 0.0009898 D93Z132P 0.001067 D94Z133P 0.0009783
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.5149 -0.002987 -0.000514 0.0006126 0.004457 0.006446 0.05907 0 0.0006432 940.4 1000 877.2 1000 923.2 1000 0.02234 0.02828 0.0114 0.006205 0.00164 0.0001557 940.4 0.01483 0 0.01651 877.2 0.0227 0.01708 0.0235 0.02377 0.0309 923.2 0.02961 0.1488 0.1174 0.08829 0.06142 0.03733 0.01703 0.02578 0.07423 0.1327 0.009574 0.04947 0.1027 0.1648 0.1828 0.1925 0.2091 0.2268 0.2446 0.2629
-0.008717 -0.00594 -0.004166 -0.003202 -0.002185 -0.001631 0.002009 0 -0.006056 63.22 116.9 58.98 108.2 62.07 114.5 -0.0004656 -0.0002927 -0.001213 -0.002092 -0.003217 -0.004381 63.22 0.0001236 0 -0.0007438 58.98 -0.0006349 -0.0001315 -0.0007384 -0.0008704 -0.0002383 62.07 -0.0002465 -0.01402 -0.0132 -0.01221 -0.011 -0.009581 -0.007885 -0.008835 -0.01167 -0.01366 -0.006934 -0.01033 -0.01275 -0.01439 -0.01124 -0.009604 -0.009924 -0.01025 -0.01048 -0.01072
-1.0368 -0.0137 0.0061 0.0351 0.0705 0.0077 0.1199 0.0000 -0.2404 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3109 -0.2557 -0.0255 0.0209 0.0075 0.0533 0.0000 -0.1189 0.0000 -0.0837 0.0000 -0.1108 -0.0426 -0.0740 -0.1010 -0.1058 0.0000 0.0218 -0.5593 -0.5153 -0.4958 -0.4213 -0.4206 -0.2562 -0.3561 -0.4660 -0.5434 -0.2989 -0.4133 -0.5018 -0.5376 -0.5280 -0.5999 -0.7083 -0.7151 -0.7267 -0.7520
17:07:07 03/17/10
0.0066 -0.0420 0.0246 0.0006 -0.0011 0.0127 -0.0068 0.0000 -0.2123 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0381 0.0557 0.0379 0.0374 0.0049 0.1045 0.0000 0.0342 0.0000 0.0646 0.0000 0.0770 0.0434 0.0772 0.0725 0.0665 0.0000 0.0651 -0.0098 0.0185 -0.0205 0.0497 -0.0824 0.1875 -0.0125 -0.0036 -0.0003 0.0034 0.0103 0.0003 -0.0069 0.0581 -0.0001 -0.0204 0.0026 -0.0015 -0.0003
0.0944 -0.0192 -0.0128 -0.0117 -0.0086 -0.0108 -0.0029 0.0000 -0.2851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.6818 -0.8305 -0.5494 -0.4640 -0.3978 -0.3390 0.0000 -0.5700 0.0000 -0.9656 0.0000 -1.1434 -0.7674 -1.1969 -1.1212 -0.9988 0.0000 -0.9217 -0.1015 -0.1321 -0.1627 -0.1933 -0.2239 -0.2545 -0.2392 -0.1780 -0.1168 -0.2697 -0.2086 -0.1474 -0.0862 -0.0692 -0.0637 -0.0641 -0.0646 -0.0651 -0.0655
0.3511 1.438 1.694 1.967 2.315 2.759 3.404 1.9e-015 -1.325 3.522 -0.0001161 2.532 -0.0006636 2.383 -0.001132 -3.032 -3.884 -2.536 -2.134 -1.828 -1.578 -3.522 -7.022 -7.6 -6.341 -2.533 -5.833 -6.703 -5.495 -5.159 -4.605 -2.385 -4.216 -1.324 -1.324 -1.324 -1.325 -1.325 -1.325 -1.323 -1.324 -1.324 -1.33 -1.326 -1.325 -1.325 -0.901 -0.6889 -0.6896 -0.6896 -0.6897 -0.6896
0.8649 1.437 1.692 1.968 2.32 2.767 3.464 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.054 3.911 2.545 2.139 1.828 1.577 947.4 7.037 7.6 6.357 883.1 5.856 6.72 5.518 5.182 4.634 927.8 4.244 1.474 1.442 1.413 1.386 1.362 1.342 1.351 1.399 1.458 1.335 1.374 1.428 1.49 1.084 0.8825 0.8991 0.9168 0.9346 0.9529
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 130.3 85.26 139.5 106.6 164.9 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
Helman O. Mozo
Page
Job
321 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P 0.0002996 D258Z126P 0.0003378 D259Z128P 0.0002117 D260Z131P 0.000136 D261Z129P 0.0001878 D262Z130P -9.529e-005 D263Z141P 0.001199 D264Z131P 2.647e-005 D265Z133P 0.0001639 D266Z134P 0.0003132 D267Z135P 0.0004572 D268Z136P 0.0005961 D269Z137P 0.0007344 D270Z138P 0.0008722 D271Z139P 0.001006 D272Z140P 0.001135 D273Z132P 0.0001432 D274Z133P 0.0002839 D275Z134P 0.000417 D276Z135P 0.0005494 D277Z136P 0.0006805 D278Z138P 0.0008116 D279Z139P 0.0009422 D280Z140P 0.001071 D281Z92P 0.002034 D282Z88P -0.002192 D283Z84P -0.001064 D284Z79P -0.001638 D285Z72P -0.001653 D286Z62P -0.0009834 D287Z93P 0 D288Z9P 940.3 D289Z13P 141.3 D290Z26P 877.2 D291Z31P 144.6 D292Z45P 923.2 D293Z50P 143.1 D294Z9P -940.3 D295Z26P -877.2 D296Z45P -923.2 D297Z131P 0.001049 D298Z133P 0.001064 D299Z134P 0.00103 D300Z135P 0.001008 D301Z136P 0.0009833 D302Z137P 0.0009599 D303Z138P 0.0009365 D304Z139P 0.0009136 D305Z140P 0.0008911
0.2818 0.3007 0.32 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4351 0.4549 0.4749 0.4949 0.5149 -0.002031 0.001585 0.004227 0.009399 0.01187 0.06192 0 0.0147 0.01455 0.02264 0.02329 0.03086 0.02955 0.015 0.02346 0.03133 0.3693 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248
-0.01089 -0.01107 -0.01119 -0.007481 -0.01001 -0.00875 -0.008638 -0.007656 -0.007966 -0.008203 -0.008373 -0.008494 -0.008575 -0.008619 -0.008635 -0.008637 -0.00783 -0.008103 -0.008303 -0.008444 -0.008544 -0.008606 -0.008633 -0.008637 -0.005635 -0.003727 -0.002673 -0.001626 -0.001156 0.002092 0 -63.22 -9.497 -58.98 -9.724 -62.07 -9.623 63.22 58.97 62.06 0.003056 0.003342 0.003556 0.003703 0.00381 0.003879 0.003913 0.003916 0.003917
-0.7623 -0.7702 -0.7756 -0.8616 -0.7617 -0.8040 -1.0272 -0.9053 -0.9509 -0.9881 -1.0026 -1.0210 -1.0320 -1.0382 -1.0283 -1.0283 -0.9320 -0.9712 -0.9967 -1.0118 -1.0273 -1.0366 -1.0336 -1.0277 -0.0067 -0.0118 0.0398 0.0285 -0.0162 0.0590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.9094 -0.9517 -0.9903 -1.0003 -1.0208 -1.0323 -1.0405 -1.0260 -1.0278
Joint Support Reactions for Load Case "COMBO 2-4":
17:07:07 03/17/10
-0.0011 -0.0009 -0.0061 -0.0072 -0.0009 0.0121 0.0067 0.0002 0.0067 0.0063 0.0064 0.0065 0.0065 0.0065 0.0066 0.0066 0.0088 0.0083 0.0079 0.0075 0.0075 0.0074 0.0071 0.0067 0.0752 0.0101 0.0376 0.0403 0.0322 0.0540 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 -0.0016 -0.0012 -0.0013 -0.0012 -0.0012 -0.0012 -0.0012 -0.0012
-0.0660 -0.0665 -0.0669 -0.0459 -0.0642 -0.0541 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.3068 -0.3666 -0.4289 -0.5048 -0.6004 -0.7462 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611
-0.6897 0.9718 125.1 -0.6897 0.9907 126.5 -0.6898 1.01 127.9 -0.3499 0.7108 130.9 -0.5765 0.9096 128.9 -0.4634 0.8099 129.9 -0.3488 0.8848 140.9 -0.35 0.7193 131.4 -0.3498 0.7373 132.5 -0.3497 0.7561 133.7 -0.3495 0.7754 134.8 -0.3494 0.795 135.9 -0.3493 0.8149 137 -0.3491 0.8349 138.1 -0.349 0.8549 139.2 -0.3489 0.8748 140.3 -0.3499 0.7282 132 -0.3497 0.7466 133.1 -0.3496 0.7657 134.2 -0.3495 0.7851 135.3 -0.3493 0.8049 136.4 -0.3492 0.8249 137.5 -0.3491 0.8449 138.6 -0.3489 0.8649 139.8 -1.438 1.438 91.62 -1.694 1.694 87.87 -1.969 1.972 83.77 -2.318 2.325 78.6 -2.762 2.772 71.98 -3.406 3.467 62.4 -1.325 1.457e-011 93.33 933.3 3.537 -54.63 134.6 0.01455 3.843 871.4 2.555 -32.69 139.1 0.02329 21.6 918.6 2.414 -17.49 138.9 0.02955 40.73 -947.4 -3.507 71.81 -883.1 -2.509 85.26 -927.8 -2.352 106.6 -0.349 0.01935 131.4 -0.3489 0.03732 132.6 -0.349 0.05611 133.7 -0.349 0.07539 134.8 -0.349 0.09499 135.9 -0.349 0.1149 137 -0.3491 0.1349 138.1 -0.3491 0.1549 139.2 -0.3491 0.1748 140.3
Helman O. Mozo
Page
Job
322 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P 1.84 0.0 -0.58 0.0 -90.80 0.0 0.0 90.82 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -4.10 0.0 -37.59 0.0 -71.62 0.0 0.0 80.99 0.0 3.61 0.0 1.3 0.0 3.57 0.0 0.0 D29Z0P 3.53 0.0 -29.15 0.0 -47.36 0.0 0.0 55.73 0.0 2.65 0.0 -0.7 0.0 0.26 0.0 0.0 D137Z93P -0.00 0.0 -150.68 0.0 35.30 0.0 0.0 154.76 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -14.58 0.0 -42.21 0.0 168.14 0.0 0.0 173.97 0.0 2.75 0.0 1.0 0.0 0.26 0.0 0.0 D212Z93P -1.19 0.0 -0.58 0.0 182.39 0.0 0.0 182.39 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 18.13 0.0 -52.10 0.0 210.02 0.0 0.0 217.14 0.0 3.54 0.0 -1.4 0.0 3.07 0.0 0.0 D287Z93P -0.00 0.0 -167.36 0.0 35.76 0.0 0.0 171.14 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-4": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.5807 -0.6493 -1.8385 -0.0000 91.4476 0.0000 0.0000 0.0000 D1Z93P 0.0000 1.2532 -1.3966 0.0000 -1.2532 1.3966 0.0001 0.0004 0.0028 D2Z0P 0.0000 1.8892 -2.1105 4.0989 35.7011 73.7311 0.0000 0.0000 0.0000 D3Z9P 0.0000 1.8892 -2.1105 0.0000 -0.9488 2.0473 0.0000 940.3608 -63.2214 D4Z13P 0.0000 1.8892 -2.1105 -0.0000 0.1328 1.9746 -0.0003 1000.0000 -135.9384 D5Z19P -0.5646 6.8774 -6.4779 0.5646 -6.8774 6.4779 -0.0002 0.0161 -0.0009 D6Z26P 0.0000 1.7624 -2.1608 0.0000 -0.8852 2.1018 0.0002 877.2482 -58.9784 D7Z31P 0.0000 1.7624 -2.1608 -0.0000 0.1367 2.0331 -0.0001 1000.0000 -127.6778 D8Z26P -0.5727 5.0342 -4.3674 0.5727 -5.0342 4.3674 0.0002 0.0236 -0.0017 D9Z13P -0.1455 2.7205 -3.2337 0.1455 -2.7205 3.2337 -0.0001 0.0169 -0.0011 D10Z31P -0.9159 6.9952 -5.7608 0.9159 -6.9951 5.7608 -0.0001 0.0237 -0.0018 D11Z36P 0.0000 5.0732 -4.6139 -0.0000 -5.0731 4.6139 -0.0002 0.0235 -0.0019 D12Z45P 0.0000 1.8548 -2.1381 0.0000 -1.8547 2.1381 0.0011 0.0314 -0.0029 D13Z45P 0.0000 1.8548 -2.1381 0.0000 -0.9315 2.0761 0.0011 923.2267 -62.0704 D14Z50P 0.0000 1.8548 -2.1381 0.0000 0.1348 2.0044 0.0003 1000.0000 -133.7583 D15Z55P 0.0000 4.4539 -5.1309 0.0000 -4.4539 5.1309 0.0001 0.0282 -0.0031 D16Z68P 0.0000 9.9102 -4.7479 0.0000 -9.9102 4.7479 0.0012 0.0163 -0.0028 D17Z68P 0.0000 9.9102 -4.7479 -0.0000 -9.9102 4.7479 -0.0000 0.0218 -0.0031 D18Z55P 0.0000 10.1865 -5.4729 0.0000 -10.1865 5.4729 0.0008 0.0231 -0.0029 D19Z75P 0.0000 2.4632 -2.6067 0.0000 -2.4632 2.6067 0.0000 0.0068 -0.0020 D20Z75P 0.0000 8.5800 -2.9487 0.0000 -8.5799 2.9487 0.0012 0.0134 -0.0026 D21Z81P 0.0000 2.0041 -2.1115 0.0000 -2.0041 2.1115 0.0001 0.0015 -0.0010 D22Z81P 0.0000 2.0041 -2.1115 0.0000 -2.0041 2.1115 0.0009 0.0052 -0.0014 D23Z86P 0.0000 1.5665 -1.6721 0.0000 -1.5665 1.6721 0.0006 0.0021 -0.0004 D24Z86P 0.0000 1.5665 -1.6721 0.0000 -1.5665 1.6721 0.0000 -0.0014 0.0001 D25Z90P 0.0000 1.3723 -1.5014 -0.0000 -1.3724 1.5014 -0.0012 -0.0013 0.0011 D26Z90P 0.0000 1.3723 -1.5014 0.0000 -1.3723 1.5014 0.0015 0.0002 0.0008 D27Z93P 0.0000 1.2532 -1.3966 -0.0000 -1.2532 1.3966 -0.0001 0.0005 0.0026 D28Z50P 0.0000 1.8548 -2.1381 0.0000 -1.8547 2.1381 0.0004 0.0296 -0.0031 D29Z0P 0.0000 1.8892 -2.1105 -3.5309 27.2559 49.4750 0.0000 0.0000 0.0000 D30Z9P 0.0000 1.8892 -2.1105 -0.0000 -0.9488 2.0473 -0.0006 940.3596 -63.2215 D31Z19P 0.0000 3.6516 -4.2713 -0.0000 -3.6516 4.2713 -0.0002 0.0125 -0.0009
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
323 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1.7624 1.7624 1.8892 1.7624 3.6172 1.8548 1.8548 1.8548 0.6493 0.6493 0.6452 0.6452 0.6683 0.6683 0.6639 0.6639 0.6325 0.6325 0.5807 0.5807 0.5807 1.2132 1.2963 3.1414 1.3135 1.2945 1.2390 0.5807 1.2132 1.2963 3.1414 1.3135 1.2945 1.2390 0.5897 0.8747 0.8747 0.5897 0.5708 0.5708 3.6161 3.6161 0.5736 0.5736 0.5669 0.5669 3.6264 3.6264 0.5615 0.5615 0.5244 0.5244
-2.1608 -2.1608 -2.1105 -2.1608 -4.2989 -2.1381 -2.1381 -2.1381 -0.6965 -0.6965 -0.6965 -0.6965 -0.7437 -0.7437 -0.7437 -0.7437 -0.6965 -0.6965 -0.6493 -0.6493 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6962 -1.1453 -1.1453 -0.6962 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331
-0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17:07:07 03/17/10
-0.8852 -1.7624 -1.8892 -1.7624 -3.6172 -1.8547 -0.9315 -1.8547 -0.6491 -0.6491 -0.6451 -0.6451 -0.6682 -0.6682 -0.6638 -0.6638 -0.6324 -0.6324 -0.5807 -0.5807 -0.5807 -1.2131 -1.2963 -3.1413 -1.3134 -1.2944 -1.2388 -0.5807 -1.2131 -1.2963 -3.1413 -1.3134 -1.2944 -1.2388 -0.5895 -0.8745 -0.8745 -0.5895 -0.5706 -0.5706 -3.6159 -3.6159 -0.5734 -0.5734 -0.5666 -0.5666 -3.6261 -3.6261 -0.5612 -0.5612 -0.5241 -0.5241
2.1018 2.1608 2.1105 2.1608 4.2989 2.1381 2.0761 2.1381 0.6966 0.6966 0.6966 0.6966 0.7437 0.7437 0.7437 0.7437 0.6966 0.6966 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3928 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3928 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8706 1.8706 0.8446 0.8446 0.6331 0.6331
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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1.2945 0.5807 1.2963 1.3135 1.2390 0.5897 0.8747 0.5708 3.6161 0.5736 0.5669 3.6264 0.5615 0.5244 0.3342 0.2434 0.2434 0.0977 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.3258 8.4784 0.5807 1.8892 1.8892 1.7624 1.7624 1.8548 1.8548 1.8892 1.7624 1.8548 0.0908
-1.3931 -0.6493 -1.4403 -1.4403 -1.3927 -0.6962 -1.1453 -0.8813 -1.8904 -0.8644 -0.8545 -1.8706 -0.8446 -0.6331 -0.2976 -0.2108 -0.2108 -0.0929 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.4132 -3.3347 -0.6493 -2.1105 -2.1105 -2.1608 -2.1608 -2.1381 -2.1381 -2.1105 -2.1608 -2.1381 -0.0868
0.0000 -1.2944 -0.0000 -0.5807 -0.0000 -1.2963 -0.0000 -1.3134 0.0000 -1.2388 0.0000 -0.5895 0.0000 -0.8745 0.0000 -0.5706 0.0000 -3.6159 0.0000 -0.5734 0.0000 -0.5666 0.0000 -3.6261 0.0000 -0.5612 0.0000 -0.5241 0.0000 -0.3338 0.0000 -0.2430 -0.0000 -0.2430 0.0000 -0.0972 0.0000 -0.0904 0.0000 -0.0906 0.0000 -0.0907 0.0000 -0.0909 0.0000 -0.0910 0.0000 -0.0911 0.0000 -0.0913 0.0000 -0.0914 0.0000 -0.0972 0.0000 -0.1814 0.0000 -0.1817 0.0000 -3.0401 0.0000 -0.1823 0.0000 -0.1826 0.0000 -0.1829 0.0000 -3.0609 0.0000 -0.1891 0.0000 -0.6725 -0.0000 -4.6444 -0.0000 -4.7718 -0.0000 -1.1374 -0.0000 -1.3258 -0.0000 -8.4783 -0.0000 166.7783 0.9403 -1.8892 0.1413 -1.8892 0.8772 -1.7624 0.1446 -1.7624 0.9232 -1.8547 0.1431 -1.8547 -0.9403 -1.8892 -0.8772 -1.7624 -0.9232 -1.8547 0.0000 -0.0904
17:07:07 03/17/10
1.3931 0.0006 0.6493 -0.0053 1.4403 -0.0013 1.4403 -0.0001 1.3927 0.0002 0.6962 0.0006 1.1453 0.0011 0.8813 0.0004 1.8904 0.0004 0.8644 0.0003 0.8545 0.0004 1.8705 0.0003 0.8445 0.0003 0.6331 0.0002 0.2976 0.0001 0.2108 0.0002 0.2108 -0.0001 0.0929 0.0012 0.0868 0.0000 0.0868 0.0002 0.0868 0.0003 0.0868 0.0005 0.0868 0.0006 0.0868 0.0007 0.0868 0.0009 0.0868 0.0010 0.0929 0.0011 0.1735 0.0001 0.1735 0.0003 1.1023 0.0004 0.1735 0.0005 0.1735 0.0007 0.1735 0.0008 1.1023 0.0009 0.1797 0.0011 0.7473 0.0020 1.0961 -0.0022 1.2600 -0.0011 1.1935 -0.0016 1.4132 -0.0017 3.3347 -0.0010 -35.1124 0.0000 2.0473 940.3460 2.1011 141.2557 2.1018 877.2247 2.1511 144.6179 2.0761 923.1943 2.1285 143.1027 2.1738 -940.3457 2.2198 -877.2244 2.2002 -923.1942 0.0868 0.0010
0.1327 0.0096 0.0495 0.1027 0.1648 0.1828 0.1925 0.2091 0.2268 0.2446 0.2629 0.2818 0.3007 0.3200 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4351 0.4549 0.4749 0.4949 0.5149 -0.0020 0.0016 0.0042 0.0094 0.0119 0.0619 0.0000 0.0147 0.0145 0.0226 0.0233 0.0309 0.0295 0.0150 0.0235 0.0313 0.3693
-0.0137 -0.0069 -0.0103 -0.0127 -0.0144 -0.0112 -0.0096 -0.0099 -0.0102 -0.0105 -0.0107 -0.0109 -0.0111 -0.0112 -0.0075 -0.0100 -0.0087 -0.0086 -0.0077 -0.0080 -0.0082 -0.0084 -0.0085 -0.0086 -0.0086 -0.0086 -0.0086 -0.0078 -0.0081 -0.0083 -0.0084 -0.0085 -0.0086 -0.0086 -0.0086 -0.0056 -0.0037 -0.0027 -0.0016 -0.0012 0.0021 0.0000 -63.2175 -9.4972 -58.9767 -9.7240 -62.0674 -9.6226 63.2167 58.9741 62.0641 0.0031
Helman O. Mozo
Page
Job
328 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0906 -0.0907 -0.0909 -0.0910 -0.0911 -0.0913 -0.0914 -0.0972
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P -32.94 7612.04 2005.20 -2690.46 -424.81 2868.65 921.16 D128P -32.94 2690.46 424.82 2054.38 2426.17 2324.51 1396.70 D129P -32.94 -980.25 -820.43 -1395.52 -47.52 -1184.51 -432.74 D130P -32.94 312.40 102.27 -763.67 1342.47 -183.31 586.85 D131P -32.93 -1094.22 1039.27 326.66 -1250.26 -235.71 -64.79 D132P -32.93 366.46 -1746.51 -5516.03 9127.49 -1271.83 1822.94 D133P -32.93 5516.03 -9127.49 8232.75 -14845.18 2464.11 -4296.47 D134P -32.93 -971.67 -1994.88 -5098.32 -9198.82 -1225.71 -2260.34 D135P -32.93 -971.67 1994.88 554.46 -530.41 -71.86 252.23 D136P -32.93 -554.46 530.41 -617.87 775.70 -141.38 157.51 D137P -32.93 617.87 -775.70 2.68 -30.65 123.55 -160.55 D138P -32.93 -2.68 30.65 529.96 -700.94 104.25 -132.53 D139P -32.93 -529.96 700.94 -607.78 862.08 -150.02 206.09 D140P -32.93 607.78 -862.08 216.30 -291.82 152.06 -212.92 D141P -32.93 -216.30 291.82 894.12 -1519.04 142.06 -257.20 D142P -32.93 -894.12 1519.04 -1374.90 2380.90 -262.96 451.97 D143P 157.00 -5395.60 -18532.71 -1165.41 -9521.32 -3952.42 -16900.02 D144P 245.42 322.46 2433.16 -5997.64 -698.95 -5362.95 1638.81 D145P 157.00 -3968.80 6796.26 5395.59 18532.71 856.93 15212.59 D146P 157.00 1165.41 9521.32 -793.52 -38.25 224.03 5712.69 D147P 157.00 252.30 5157.69 235.68 2452.64 293.96 4584.54 D148P 157.00 -29.53 2604.98 877.71 1709.07 510.95 2598.83 D149P 37.68 -382.03 -646.46 -878.96 -732.73 -887.57 -970.77 D150P 37.68 103.49 -3187.99 -4764.11 -3717.84 -3280.48 -4860.82 D151P -12.03 -499.24 -311.13 -365.07 -131.00 -858.99 -439.41 D152P 0.00 -483.83 590.60 266.72 675.76 -391.57 2284.01 D153P 0.00 -43.52 103.66 17.80 76.40 -46.38 324.75 D154P 245.42 322.45 -2433.16 1887.79 277.14 1044.32 -1018.70 D155P -32.93 5098.33 9198.83 8232.75 14845.18 1865.13 3363.96 D156P -32.93 -326.66 1250.26 -366.46 1746.51 -204.80 885.46 D157P -32.93 763.67 -1342.47 1094.22 -1039.27 677.93 -869.07 D158P -32.94 1395.52 47.52 -312.40 -102.27 513.65 -25.97 D159P -32.94 -2054.38 -2426.17 980.25 820.43 -620.50 -927.60 D160P 157.00 793.51 38.25 1124.79 -2901.08 1155.60 -1724.60 D161P 157.00 -1124.79 2901.08 2500.30 7229.50 828.62 6102.76 D162P 157.00 -2500.31 -7229.50 -252.30 -5157.69 -1658.20 -7462.16 D163P 157.00 -235.68 -2452.64 330.92 -3200.36 57.37 -3405.42
0.0011 0.0010 0.0010 0.0010 0.0010 0.0009 0.0009 0.0009
0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248
0.0033 0.0036 0.0037 0.0038 0.0039 0.0039 0.0039 0.0039
Helman O. Mozo
Page
Job
329 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
157.00 -330.93 3200.36 1260.84 4026.56 560.19 4353.57 157.00 -1260.84 -4026.56 29.52 -2604.98 -741.76 -3994.90 157.00 -877.72 -1709.07 -302.56 -2657.87 -711.01 -2630.69 157.00 302.55 2657.87 -1097.82 1571.92 -479.08 2548.06 37.68 257.97 1199.57 -103.50 3187.99 108.73 3088.28 37.68 284.51 -822.18 -257.99 -1199.57 18.67 -1423.05 37.68 878.95 732.73 -284.52 822.18 418.40 1094.45 37.68 723.26 638.56 382.01 646.46 777.97 904.49 37.68 -571.57 -134.47 -723.28 -638.56 -911.41 -544.11 -12.03 365.08 131.01 231.03 -532.27 592.44 -398.79 -12.03 -231.02 532.28 -759.72 74.55 -984.66 603.09 0.00 -99.80 431.24 103.79 368.95 7.20 1443.23 0.00 -158.04 324.03 73.37 269.58 -152.72 1070.64 0.00 -39.02 228.67 35.98 190.69 -5.50 756.35 0.00 -83.34 160.68 38.19 131.39 -81.45 526.78 0.00 -42.65 50.57 -22.67 25.70 -117.82 137.57 0.00 37.35 13.48 -32.02 2.84 9.61 29.42 0.00 -24.03 0.66 -14.96 -0.50 -70.31 0.28 0.00 -266.74 -675.76 99.78 -431.24 -301.13 -1996.60 0.00 -103.81 -368.95 158.02 -324.03 97.79 -1249.86 0.00 -73.38 -269.58 39.01 -228.67 -62.00 -898.64 0.00 -35.99 -190.69 83.33 -160.68 85.37 -633.73 0.00 -38.20 -131.39 43.50 -103.66 9.55 -423.93 0.00 -17.82 -76.40 42.64 -50.57 44.76 -229.01 0.00 22.65 -25.70 -37.37 -13.48 -26.55 -70.67 0.00 32.00 -2.84 24.01 -0.66 101.02 -6.30 0.00 14.94 0.50 -0.02 0.00 26.91 0.90 -8.48 -13013.67 2229.75 5567.78 -183.98 -4339.99 1192.42 -8.48 -5567.78 183.98 -2469.14 3220.69 -3937.31 1667.96 -8.48 2896.24 625.38 2958.18 1505.32 2918.89 1062.32 -8.48 1425.62 2040.15 1432.22 2127.30 1160.85 1692.82 -8.48 581.62 686.22 -735.09 -1410.25 -47.13 -222.34 -8.48 -569.79 -1645.24 5368.03 9096.45 1185.06 1840.28 -8.48 -5368.04 -9096.46 -8183.20 -14835.13 -2428.70 -4289.11 -8.48 1099.20 -2041.26 5113.17 -9277.82 1254.46 -2285.65 -8.48 1099.20 2041.26 -351.57 -557.80 128.77 255.50 -8.48 351.57 557.80 444.70 786.35 96.03 162.10 -8.48 -444.70 -786.35 -54.88 -31.56 -99.47 -162.85 -8.48 54.88 31.56 -247.29 -752.09 -38.04 -142.46 -8.48 247.29 752.09 353.50 993.29 79.22 230.14 -8.48 -353.50 -993.29 -209.12 -297.38 -103.82 -238.16 -8.48 209.12 297.38 -735.58 -1782.56 -110.34 -311.27 -8.48 735.58 1782.56 1220.63 2684.79 226.71 517.73 202.61 4539.98 34123.50 1958.58 14931.09 3914.80 29550.96 629.74 -39.51 1341.32 5295.32 -2205.08 4966.65 -816.24 202.61 -7631.90 -10772.22 -4539.98 -34123.50 -7310.44 -26964.39 202.61 -1958.59 -14931.09 3452.11 5938.96 899.71 -5416.95 202.61 -953.10 -6856.77 1476.97 -1344.79 315.58 -4940.70 202.61 -585.84 -3313.24 1103.44 -1425.09 311.81 -2854.42 -19.73 -1.03 -606.84 -594.30 -827.09 -419.04 -1009.30 -19.73 -300.99 -624.39 -5365.87 2122.85 -3988.74 1054.72 31.49 334.62 319.00 268.26 153.77 599.17 469.87
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
330 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P -0.03 -648.69 D334P -0.01 -35.05 D335P 629.74 -39.51 D336P -8.48 -5113.17 D337P -8.48 735.09 D338P -8.48 -1432.22 D339P -8.48 -2958.18 D340P -8.48 2469.14 D341P 202.61 -3452.12 D342P 202.61 -101.07 D343P 202.61 607.57 D344P 202.61 -1476.98 D345P 202.61 -111.85 D346P 202.61 -130.48 D347P 202.61 -1103.45 D348P 202.61 513.67 D349P -19.73 150.99 D350P -19.73 536.19 D351P -19.73 594.29 D352P -19.73 182.38 D353P -19.72 -10.39 D354P 31.50 -268.27 D355P 31.50 219.33 D356P -0.03 -188.83 D357P -0.02 -109.93 D358P -0.02 70.18 D359P -0.02 -47.06 D360P -0.01 -5.56 D361P -0.01 157.13 D362P -0.00 18.76 D363P -0.03 -14.26 D364P -0.02 -132.72 D365P -0.02 -149.38 D366P -0.02 -122.54 D367P -0.01 -49.66 D368P -0.01 -30.47 D369P -0.01 -65.74 D370P -0.00 -58.99 D371P -0.00 -3.02 D489P 744.75 -13562.52 D490P 744.76 -5669.12 D491P 744.77 2932.97 D492P 744.79 1427.29 D493P 744.80 696.73 D494P 744.82 -466.84 D495P 744.83 -4740.69 D496P 744.86 977.88 D497P 744.88 977.88 D498P 744.90 399.29 D499P 744.92 -482.44 D500P -508.36 83.10 D501P -1200.47 380.66
-368.74 0.21 -1341.31 9277.83 1410.25 -2127.30 -1505.32 -3220.69 -5938.96 -1245.31 11047.86 1344.79 -3057.69 5262.99 1425.09 -2425.66 1095.26 -991.08 827.09 -142.54 462.85 -153.76 539.89 85.72 -20.31 4.57 -1.23 -0.23 -0.19 -0.13 -141.51 32.70 -7.87 1.67 -0.51 -0.01 -0.21 -0.16 -0.06 -2901.30 -727.97 -494.17 -2015.85 -866.81 1636.52 8400.74 1929.89 -1929.89 -571.65 797.18 -126.19 -997.86
14.25 141.51 -1144.29 30.46 0.01 -8.29 -2049.31 1419.03 -986.95 -8183.19 14835.13 -1860.28 569.79 1645.24 385.55 -581.62 -686.22 -734.83 -1425.62 -2040.15 -2078.93 -2896.24 -625.38 -246.73 101.07 1245.31 -2018.71 -607.58 -11047.86 -426.90 953.09 6856.77 940.16 111.84 3057.69 -822.37 130.47 -5262.99 11.21 585.83 3313.24 274.31 -513.68 2425.66 -974.18 -360.70 -2537.47 92.15 300.97 624.39 318.12 -151.00 -1095.26 271.13 -536.20 991.08 40.89 1.02 606.84 129.09 -182.39 142.54 -135.69 -219.34 -539.88 -484.61 719.42 -195.42 932.98 132.70 -32.70 -101.22 149.36 7.87 71.11 122.52 -1.67 347.57 49.64 0.51 4.65 65.72 0.21 108.50 58.97 0.16 389.76 3.00 0.06 39.24 188.81 -85.72 314.82 109.92 20.31 -41.12 -70.20 -4.57 -396.03 47.04 1.23 -136.17 35.03 -0.21 -26.37 5.54 0.23 -44.96 -157.14 0.19 -402.00 -18.77 0.13 -140.26 -0.02 -0.00 -5.48 5669.12 727.97 -4600.84 -2900.25 -2828.48 -4198.16 3378.40 -2242.99 3146.71 937.98 -1318.76 960.77 -399.72 844.72 91.21 4740.69 -8400.74 1055.54 -7419.19 14082.95 -2179.34 4646.78 8858.48 1135.78 -399.29 571.65 99.65 482.44 -797.18 106.33 -83.10 7.03 -112.60 -380.65 932.05 -58.83 503.51 -1250.08 116.58
17:07:07 03/17/10
-409.83 0.40 36.72 3373.61 902.81 -1026.62 -1681.37 -2221.79 -2827.50 -7405.53 10785.93 2652.09 -5012.46 5166.40 2319.73 -2989.84 1210.41 -1468.52 1279.76 326.81 426.11 -689.38 342.35 95.61 -22.43 5.23 -1.30 -0.04 -0.06 -0.11 -409.83 95.61 -22.43 5.23 -1.30 0.40 -0.04 -0.06 -0.11 -1266.77 -1742.31 -1364.69 -1354.52 -6.78 -1670.61 4029.61 2178.49 -233.93 -165.07 160.12 159.33 -296.40
Helman O. Mozo
Page
Job
331 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -1882.84 D503P -2038.54 D504P -3391.73 D505P 466.79 D506P 124.46 D507P 466.79 D508P 466.78 D509P 466.77 D510P 466.76 D511P -12.84 D512P -12.84 D513P 16.61 D514P 0.01 D515P 0.01 D516P 124.46 D517P 744.85 D518P 744.81 D519P 744.79 D520P 744.78 D521P 744.76 D522P 466.78 D523P 466.77 D524P 466.77 D525P 466.76 D526P 466.76 D527P 466.76 D528P 466.75 D529P 466.75 D530P -12.84 D531P -12.84 D532P -12.84 D533P -12.84 D534P -12.84 D535P 16.61 D536P 16.61 D537P 0.01 D538P 0.01 D539P 0.01 D540P 0.01 D541P 0.00 D542P 0.00 D543P 0.00 D544P 0.01 D545P 0.01 D546P 0.01 D547P 0.01 D548P 0.01 D549P 0.01 D550P 0.00 D551P 0.00 D552P 0.00 D670P 1155.47
-503.51 1185.19 -270.67 380.95 -142.85 288.99 270.67 -395.75 -864.55 2007.05 -124.47 337.70 864.55 -2135.71 1486.17 -3220.35 272.43 -620.72 4349.19 -34208.35 2044.61 -14929.55 3851.68 -29601.14 -418.00 -2253.08 7365.64 -467.40 6565.40 -2570.80 -7497.99 11682.32 -4349.19 34208.35 -7115.43 27561.96 -2044.61 14929.55 3344.98 -6020.72 783.35 5366.76 -956.11 6889.46 1459.21 1311.15 303.07 4940.13 -550.04 3342.10 966.38 1380.22 250.81 2844.77 -337.64 -723.24 -814.30 -806.08 -810.82 -1076.45 127.39 -3567.50 -4866.40 -5550.19 -3335.65 -6417.68 458.33 183.61 361.25 92.47 814.55 274.39 -353.20 500.51 217.14 714.58 -245.39 2191.54 -43.65 123.02 17.86 94.62 -46.51 392.52 -417.99 2253.07 -2649.84 -1228.01 -1449.53 484.33 -4646.79 -8858.48 -7419.19 -14082.95 -1688.13 -3209.70 399.72 -844.72 466.84 -1636.52 256.04 -733.14 -937.98 1318.76 -696.73 866.81 -596.49 797.50 -3378.40 2242.99 -1427.29 2015.85 -2279.00 2019.67 2900.25 2828.48 -2932.97 494.18 -18.90 1919.42 -3344.98 6020.72 133.68 -1302.06 -1934.52 2842.57 -133.68 1302.06 -527.97 11016.12 -398.59 7420.59 527.96 -11016.12 956.10 -6889.46 894.01 -10786.50 -1459.21 -1311.15 146.20 -3080.93 -790.97 -2645.83 -146.21 3080.93 176.60 5250.14 18.31 5018.71 -176.61 -5250.14 550.03 -3342.10 224.95 -5176.05 -966.39 -1380.22 -106.05 -2375.99 -646.05 -2262.78 106.04 2375.99 -1065.76 2681.69 -578.14 3046.80 187.11 1323.72 -127.40 3567.50 42.02 3442.79 347.67 -922.86 -187.12 -1323.72 113.01 -1581.30 814.28 806.08 -347.68 922.86 328.43 1216.95 702.02 699.28 337.63 723.24 731.78 1001.28 -454.15 -194.04 -702.03 -699.28 -813.80 -628.78 -361.26 -92.48 -212.47 553.76 -570.21 458.45 212.46 -553.77 603.65 -102.84 811.10 -652.58 -131.26 464.33 115.53 404.54 -28.37 1567.11 -150.05 359.41 70.38 303.06 -143.69 1194.83 -41.05 256.59 36.72 213.47 -7.80 847.80 -82.81 182.40 37.98 151.92 -80.85 602.99 -42.64 67.64 -22.67 41.67 -117.80 197.15 37.35 24.10 -32.03 8.13 9.59 58.13 -24.01 4.81 -14.96 2.37 -70.29 12.95 -217.16 -714.58 131.24 -464.33 -154.95 -2126.29 -115.54 -404.54 150.04 -359.41 62.21 -1377.87 -70.40 -303.06 41.03 -256.59 -52.97 -1009.38 -36.74 -213.47 82.79 -182.40 83.06 -714.00 -38.00 -151.92 43.63 -123.02 10.15 -495.88 -17.88 -94.62 42.62 -67.64 44.63 -292.65 22.65 -41.67 -37.36 -24.10 -26.53 -118.62 32.01 -8.13 23.99 -4.81 101.00 -23.33 14.95 -2.37 -0.02 -0.00 26.93 -4.27 7793.41 -4225.06 -3098.81 970.01 2736.34 -1897.27
17:07:07 03/17/10 Designed by
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Page
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332 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
1155.48 1155.50 1155.53 1155.55 1155.59 1155.61 1155.65 1155.68 1155.71 1155.74 -1294.66 -2520.36 -3728.81 -3884.50 -3884.49 750.35 -99.91 750.36 750.35 750.32 750.30 65.55 65.56 -15.45 0.05 0.02 -99.91 1155.63 1155.57 1155.54 1155.51 1155.49 750.34 750.33 750.33 750.31 750.31 750.30 750.29 750.29 65.56 65.56 65.55 65.55 65.54 -15.46 -15.46 0.04 0.04 0.03 0.03 0.02
3098.82 -2462.30 -1874.38 100.29 -5150.54 7928.77 -933.38 -933.38 -588.74 649.69 12.92 -701.26 769.34 -255.54 -1034.19 -5627.31 -48.67 -2459.29 1060.51 216.17 2.01 48.19 -58.30 -241.45 -403.29 -22.28 -48.68 4931.05 2070.58 945.98 3044.47 -1375.96 727.02 -1105.17 -2487.32 -265.10 -341.79 -1293.52 -801.29 362.76 42.26 603.41 528.72 118.41 185.07 214.63 -132.05 -154.95 -87.79 88.86 -32.77 5.63
-970.01 -487.78 -2345.46 261.53 -3880.00 11646.25 1967.67 -1967.67 -550.75 789.18 -142.13 -1116.73 1166.72 -375.36 -1992.19 18712.21 -1060.31 -8562.26 -9484.46 -5197.31 -2800.62 -538.52 -517.31 -507.21 -265.56 0.14 1060.30 -9028.59 812.87 2001.70 1046.07 3873.42 -144.04 -2964.28 7208.89 2394.00 -3185.33 4115.26 1229.08 -1892.96 1079.94 -893.75 749.32 -129.79 526.54 192.25 -561.58 63.34 -14.91 3.29 -0.99 -0.15
1375.96 -3873.42 2192.21 -2372.81 -3044.47 -1046.07 -2745.56 -764.74 -945.98 -2001.70 -1145.63 -1765.82 -2070.58 -812.87 -605.05 -169.31 -7928.77 -11646.25 -3230.30 -3834.64 8271.87 14832.02 2903.54 4745.53 -4931.05 9028.59 -1184.20 2220.46 588.74 550.75 -59.36 -244.04 -649.69 -789.18 -149.35 -161.59 -12.92 -90.86 126.78 139.04 701.26 1000.19 141.21 169.66 -769.34 -1281.62 -193.91 -316.24 255.54 360.55 189.12 281.82 1034.19 1992.19 163.19 338.86 -1620.50 -3125.02 -307.66 -593.04 -1060.51 9484.46 -4028.81 16985.95 -6220.81 570.56 -5924.55 -462.80 5627.30 -18712.21 1902.71 -16381.07 -727.03 144.04 200.89 -5626.76 265.09 -2394.00 289.91 -4573.08 801.28 -1229.08 483.91 -2427.53 -528.73 -749.32 -338.24 -906.47 -4805.74 3991.82 -3423.66 2445.61 -214.62 -192.25 -453.27 -695.17 85.92 101.11 -572.41 -296.60 42.45 0.00 36.38 0.26 2168.10 -2991.14 1001.41 -912.30 8271.86 -14832.02 1847.20 -3338.31 5150.54 3880.00 2133.63 1386.61 -100.29 -261.53 308.58 634.97 1874.38 2345.46 2332.66 1608.37 2462.30 487.78 627.55 2519.36 1105.16 2964.28 1103.73 1698.94 2487.31 -7208.89 832.62 -6128.41 -216.18 5197.31 -1628.61 7473.62 341.79 3185.33 46.20 3361.04 1293.51 -4115.26 573.32 -4397.95 -2.02 2800.62 -780.44 4166.20 -362.77 1892.96 -701.24 1880.74 515.56 -3581.73 529.11 -3298.01 58.29 517.31 70.77 1124.26 -42.28 -1079.94 394.97 -1389.22 -603.42 893.75 -52.58 1156.51 -48.20 538.52 49.42 287.70 -118.43 129.79 46.91 461.97 132.06 561.57 344.56 749.19 -472.93 96.15 -601.27 -462.58 156.70 -24.21 3.15 70.56 170.97 5.81 150.02 -16.41 137.91 -1.15 409.00 3.87 63.16 0.43 54.81 -1.02 75.87 0.17 146.99 0.05
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
333 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00
164.13 21.52 -85.93 -156.72 -170.99 -137.93 -63.18 -42.47 -75.89 -62.84 -4.79
-0.20 -0.17 -101.11 24.21 -5.81 1.15 -0.43 -0.00 -0.17 -0.18 -0.08
62.82 4.78 154.94 87.78 -88.88 32.75 22.26 -5.64 -164.14 -21.54 -0.02
0.18 0.08 -63.34 14.91 -3.29 0.99 -0.14 0.15 0.20 0.17 0.00
17:07:07 03/17/10
409.32 47.43 124.45 -124.34 -468.70 -189.70 -73.79 -86.78 -432.92 -152.17 -8.68
-0.03 -0.15 -296.60 70.56 -16.42 3.87 -1.02 0.26 0.05 -0.03 -0.15
Helman O. Mozo
Page
Job
334 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 11 "COMBO 2-5"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 4.087e-005 -0.0005769 -0.006286 0.2433 0.2278 0.0615 1.325 -1.326 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0003649 -940.4 63.22 0.0000 0.0000 0.0000 -3.522 -947.4 71.81 D4Z13P -0.0002142 -1000 116.9 0.0000 0.0000 0.0000 -0.0002142 -1007 130.3 D5Z19P -0.0009459 -0.01671 -0.0007604 0.1181 0.0936 1.4198 -6.341 -6.357 18.73 D6Z26P -0.0007226 -877.2 58.98 0.0000 0.0000 0.0000 -2.534 -883.1 85.26 D7Z31P -0.0008901 -1000 108.2 0.0000 0.0000 0.0000 -0.0008901 -1005 139.5 D8Z26P -0.0007374 -0.02304 -0.0006303 0.1524 0.1207 1.7951 -5.834 -5.856 26.28 D9Z13P -0.0003804 -0.01676 -0.0001839 0.0657 0.0596 1.0245 -6.704 -6.72 13.34 D10Z31P -0.0009089 -0.02358 -0.0007505 0.1202 0.1263 1.9270 -5.495 -5.518 31.32 D11Z36P -0.001068 -0.02377 -0.0008911 0.1472 0.1194 1.8109 -5.159 -5.182 36.32 D12Z45P -0.001561 -0.03088 -0.0002573 0.1486 0.1082 1.6220 -4.605 -4.634 44.57 D13Z45P -0.001564 -923.2 62.07 0.0000 0.0000 0.0000 -2.385 -927.8 106.6 D14Z50P -0.001299 -1000 114.5 0.0000 0.0000 0.0000 -0.001299 -1004 164.9 D15Z55P -0.001145 -0.02842 -0.0002981 0.3004 0.0888 1.3673 -3.884 -3.912 55.28 D16Z68P -0.001929 -0.01636 -0.0009282 -0.3767 0.0034 0.0185 3.029 -3.048 67.95 D17Z68P -0.0007301 -0.02187 -0.0004837 -0.1653 0.0366 1.1112 -3.032 -3.053 67.95 D18Z55P -0.001545 -0.02324 -0.0005706 0.2140 0.0070 0.0497 3.882 -3.906 55.28 D19Z75P -0.0004865 -0.006916 -0.001713 -0.0021 0.0087 0.0481 2.533 -2.541 75.35 D20Z75P -0.001826 -0.01353 -0.001099 -0.0810 0.1006 0.9314 -2.536 -2.547 75.35 D21Z81P -0.0006517 -0.001349 -0.002729 -0.0690 -0.0037 0.0483 2.132 -2.134 81.32 D22Z81P -0.001092 -0.004977 -0.002237 0.0292 0.0503 0.7903 -2.134 -2.137 81.32 D23Z86P -0.001091 -0.002326 -0.003201 0.0117 0.0256 0.6887 -1.828 -1.829 85.87 D24Z86P -4.965e-005 0.001118 -0.003714 -0.0073 0.0358 0.0527 1.826 -1.825 85.87 D25Z90P 0.0007225 0.001613 -0.004804 -0.0477 -0.0607 0.0589 1.577 -1.575 89.59 D26Z90P -0.001242 0.0001311 -0.00445 -0.0430 0.1246 0.6003 -1.578 -1.576 89.59 D27Z93P -4.033e-005 -0.0006571 -0.006086 0.2542 -0.2075 0.5168 -1.325 -1.326 93.33 D28Z50P -0.001314 -0.02965 -0.00026 0.0157 0.1051 1.4985 -4.216 -4.244 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006012 -940.4 63.22 0.0000 0.0000 0.0000 3.522 -947.4 71.81 D31Z19P 0.0001374 -0.01302 -0.0006586 0.0124 -0.0026 0.0131 6.341 -6.353 18.73 D32Z26P -0.0008145 -877.2 58.98 0.0000 0.0000 0.0000 2.532 -883.1 85.26 D33Z26P -0.0008119 -0.0172 -0.0007312 0.0214 -0.0035 0.0187 5.832 -5.85 26.28 D34Z13P -0.0001185 -0.01328 -0.0001727 -0.0040 0.0071 0.0079 6.703 -6.716 13.34 D35Z31P -0.0008987 -0.01771 -0.0008862 -0.0056 0.0013 0.0198 5.493 -5.512 31.32 D36Z36P -0.0009302 -0.01814 -0.001041 0.0240 0.0017 0.0250 5.157 -5.176 36.32 D37Z45P -0.0008926 -0.02516 -0.0004905 0.0385 0.0006 0.0314 4.602 -4.628 44.57 D38Z45P -0.0008901 -923.2 62.07 0.0000 0.0000 0.0000 2.382 -927.8 106.6 D39Z50P -0.001285 -0.02417 -0.0005186 -0.0850 -0.0040 0.0272 4.213 -4.239 50.35 D40Z113P 0.0003637 -0.1487 -0.01406 0.5553 -0.0119 0.2201 -1.325 -1.474 113.2 D41Z113P 0.0005237 -0.1494 -0.01407 0.5590 0.0092 0.0070 1.326 -1.474 113.2 D42Z110P 0.0004445 -0.1174 -0.01324 0.5150 0.0182 0.2696 -1.325 -1.442 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
335 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P 0.0006781 D44Z107P 0.0004592 D45Z107P 0.0005537 D46Z103P 0.0003617 D47Z103P 0.0005543 D48Z100P 0.0002992 D49Z100P 0.0004327 D50Z97P -0.0001741 D51Z97P 0.0005931 D52Z95P -0.005304 D53Z98P -0.001325 D54Z102P -0.00136 D55Z105P 0.0003606 D56Z108P -0.0002466 D57Z112P 0.0006384 D58Z115P -1.086e-005 D59Z95P 0.005564 D60Z98P 0.001921 D61Z102P 0.002193 D62Z105P 0.0006162 D63Z108P 0.001305 D64Z112P 0.0004341 D65Z115P 0.00116 D66Z117P 0.0008189 D67Z118P 0.0008999 D68Z118P 0.0004278 D69Z117P 0.0004157 D70Z119P 0.001024 D71Z119P 0.0009966 D72Z121P 0.0006984 D73Z121P 0.0008095 D74Z122P 0.0006492 D75Z122P 0.0007127 D76Z124P 0.0004274 D77Z124P 0.0004793 D78Z125P 0.0003607 D79Z125P 0.0003913 D80Z126P 0.0001453 D81Z126P 0.0001816 D82Z128P 0.0001434 D83Z128P -0.0001211 D84Z131P -0.0003938 D85Z131P -0.000453 D86Z129P -5.768e-005 D87Z130P -0.000568 D88Z130P -5.083e-006 D89Z129P -0.0002276 D90Z141P 2.373e-005 D91Z141P 2.415e-005 D92Z131P -0.0002654 D93Z132P -0.0003393 D94Z133P -0.0002316
-0.118 -0.08826 -0.08888 -0.0614 -0.06199 -0.03731 -0.03779 -0.01702 -0.01734 -0.009633 -0.02614 -0.04947 -0.07481 -0.1027 -0.1332 -0.1648 -0.00975 -0.02574 -0.05001 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198 -0.3607 -0.3595 -0.3321 -0.3465 -0.3455 -0.333 -0.5347 -0.5348 -0.3681 -0.3782 -0.3863
-0.01326 -0.01224 -0.01228 -0.01103 -0.0111 -0.009612 -0.009715 -0.007915 -0.008063 -0.006964 -0.008989 -0.01036 -0.01175 -0.01278 -0.01371 -0.01442 -0.007135 -0.008866 -0.01044 -0.0117 -0.01281 -0.01369 -0.01443 -0.01119 -0.009668 -0.009525 -0.01126 -0.01003 -0.009851 -0.0103 -0.01017 -0.01058 -0.01042 -0.01078 -0.01066 -0.01098 -0.01083 -0.01113 -0.011 -0.01113 -0.01128 -0.007529 -0.007559 -0.009995 -0.008801 -0.008783 -0.01006 -0.008687 -0.008715 -0.007733 -0.007875 -0.008044
0.5136 0.4961 0.4961 0.4204 0.4215 0.4219 0.4244 0.2544 0.2582 0.2954 0.3586 0.4131 0.4665 0.5017 0.5449 0.5546 0.3073 0.3561 0.4151 0.4660 0.5004 0.5436 0.5274 0.5210 0.6099 0.5901 0.5479 0.7141 0.6991 0.7116 0.7064 0.7262 0.7181 0.7506 0.7435 0.7633 0.7540 0.7667 0.7623 0.7650 0.7740 0.8723 0.8554 0.7429 0.8091 0.7839 0.7854 1.0279 1.0349 0.9148 0.9276 0.9581
17:07:07 03/17/10
-0.0170 -0.0211 0.0223 0.0492 -0.0467 -0.0831 0.0871 0.1873 -0.1811 0.0021 0.0185 0.0098 0.0059 0.0003 -0.0021 0.0058 0.0022 -0.0130 -0.0066 -0.0043 0.0019 -0.0036 0.0194 -0.0352 0.0357 0.0069 0.0827 -0.0129 0.0122 -0.0069 -0.0100 -0.0049 -0.0058 -0.0065 -0.0068 -0.0041 -0.0058 -0.0116 -0.0060 -0.0002 -0.0074 0.0144 0.0124 -0.0047 0.0189 -0.0211 0.0098 0.0023 0.0022 0.0089 -0.0004 0.0022
0.0160 0.3190 0.0251 0.3684 0.0342 0.4179 0.0433 0.4673 0.0524 0.4920 0.0479 0.3932 0.0297 0.2943 0.0115 0.1954 0.0569 0.4426 0.0388 0.3437 0.0206 0.2449 0.0024 0.0032 0.1854 0.0042 0.1860 0.1831 0.0028 0.1807 0.0015 0.1784 0.0001 0.1760 -0.0013 0.1737 -0.0027 0.1713 -0.0040 -0.0054 0.1690 0.1669 0.0131 -0.0042 0.1697 0.0056 0.1696 0.1668 0.0131 0.0131 0.1669 0.0131
1.326 -1.325 1.326 -1.325 1.326 -1.325 1.325 -1.325 1.326 -1.33 1.324 -1.326 1.325 -1.325 1.326 -1.325 1.331 -1.323 1.327 -1.324 1.326 -1.325 1.326 0.9025 -0.6891 0.6904 -0.9013 -0.689 0.691 -0.6893 0.6908 -0.6894 0.6907 -0.6896 0.6905 -0.6896 0.6904 -0.6899 0.6902 0.6901 -0.6901 -0.3504 0.3495 0.5766 -0.4639 0.4633 -0.5769 -0.35 0.35 0.3497 -0.3503 0.3498
-1.443 -1.413 -1.414 -1.386 -1.387 -1.362 -1.363 -1.342 -1.342 -1.335 -1.351 -1.374 -1.4 -1.428 -1.458 -1.49 -1.335 -1.351 -1.375 -1.399 -1.428 -1.458 -1.49 -1.085 -0.8823 -0.8833 -1.085 -0.8992 -0.8997 -0.9168 -0.9171 -0.9346 -0.9348 -0.9529 -0.9529 -0.9718 -0.9715 -0.9907 -0.9902 -1.009 -1.01 -0.7107 -0.7095 -0.9087 -0.8098 -0.8088 -0.9096 -0.8847 -0.8848 -0.7181 -0.7282 -0.7363
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Page
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338 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0002503 0.0002469 0.0003911 0.0005572 0.0004465 0.0007392 -0.00034 0.0006638 0.0005451 0.0004153 0.0002928 0.0001733 5.453e-005 -6.378e-005 -0.0001766 -0.0002858 0.0005603 0.0004392 0.0003257 0.000213 0.000101 -1.088e-005 -0.0001218 -0.0002312 -0.0008347 0.001878 0.0008495 0.001507 0.001311 0.0004515 0 -940.3 141.3 -877.2 144.6 -923.2 143.1 940.3 877.2 923.2 -0.0003307 -0.0003255 -0.0002691 -0.0002251 -0.0001787 -0.0001332 -8.777e-005 -4.289e-005 1.581e-006
-0.2818 0.006353 0.7625 0.0023 -0.3007 0.00651 0.7695 0.0021 -0.32 0.006621 0.7755 0.0066 -0.3607 0.002826 0.8630 0.0071 -0.3329 0.005412 0.7624 0.0009 -0.3465 0.004125 0.8054 -0.0111 -0.5347 0.003865 1.0270 -0.0056 -0.3693 0.002989 0.9049 0.0004 -0.3873 0.003276 0.9508 -0.0057 -0.4061 0.003491 0.9880 -0.0053 -0.4254 0.003644 1.0025 -0.0055 -0.4449 0.003751 1.0209 -0.0055 -0.4648 0.00382 1.0319 -0.0055 -0.4849 0.003855 1.0380 -0.0055 -0.5049 0.003864 1.0281 -0.0056 -0.5248 0.003865 1.0282 -0.0056 -0.3782 0.003151 0.9314 -0.0077 -0.3966 0.003401 0.9712 -0.0072 -0.4157 0.00358 0.9965 -0.0068 -0.4351 0.003707 1.0116 -0.0065 -0.4549 0.003795 1.0271 -0.0064 -0.4748 0.003846 1.0365 -0.0064 -0.4949 0.003863 1.0334 -0.0060 -0.5148 0.003865 1.0275 -0.0057 0.0007552 0.001926 0.0094 -0.0724 -0.001413 0.0001522 0.0197 -0.0004 -0.004282 -0.0009692 -0.0466 -0.0436 -0.009634 -0.002064 -0.0244 -0.0353 -0.01204 -0.002517 0.0143 -0.0332 -0.06202 -0.005662 -0.0591 -0.0539 0 0 0.0000 0.0000 -0.01553 63.22 0.0000 0.0000 -0.01453 -9.497 0.0000 0.0000 -0.02312 58.97 0.0000 0.0000 -0.02328 -9.724 0.0000 0.0000 -0.03141 62.06 0.0000 0.0000 -0.02959 -9.623 0.0000 0.0000 -0.01417 -63.22 0.0000 0.0000 -0.02291 -58.98 0.0000 0.0000 -0.03085 -62.07 0.0000 0.0000 -0.3693 -0.007721 0.9097 0.0009 -0.3873 -0.00803 0.9516 0.0027 -0.4061 -0.008267 0.9902 0.0023 -0.4254 -0.008431 1.0002 0.0024 -0.4449 -0.008551 1.0206 0.0024 -0.4648 -0.008632 1.0321 0.0024 -0.4849 -0.008676 1.0404 0.0023 -0.5049 -0.008685 1.0258 0.0023 -0.5248 -0.008687 1.0277 0.0023
Joint Support Reactions for Load Case "COMBO 2-5":
17:07:07 03/17/10
0.0754 0.0758 0.0762 0.0565 0.0738 0.0642 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.3094 0.3691 0.4313 0.5071 0.6025 0.7480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1669 0.1669 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668
-0.6897 0.4082 125.1 -0.6898 0.3893 126.5 -0.6896 0.37 127.9 -0.3494 -0.01073 130.9 -0.5762 0.2438 128.9 -0.4626 0.1169 129.9 -0.3503 -0.1847 140.9 -0.3493 -0.0193 131.4 -0.3495 -0.03731 132.6 -0.3496 -0.05609 133.7 -0.3497 -0.07537 134.8 -0.3498 -0.09495 135.9 -0.3499 -0.1148 137 -0.3501 -0.1349 138.1 -0.3502 -0.1549 139.2 -0.3503 -0.1748 140.3 -0.3494 -0.0282 132 -0.3496 -0.0466 133.1 -0.3497 -0.0657 134.2 -0.3498 -0.08511 135.3 -0.3499 -0.1049 136.4 -0.35 -0.1248 137.5 -0.3501 -0.1449 138.7 -0.3502 -0.1648 139.8 -1.441 1.441 91.63 -1.69 1.691 87.87 -1.967 1.963 83.77 -2.314 2.306 78.59 -2.759 2.748 71.98 -3.404 3.343 62.39 -1.325 1.457e-011 93.33 -947.4 3.507 71.81 134.6 -0.01453 3.843 -883.1 2.51 85.26 139.1 -0.02328 21.6 -927.8 2.352 106.6 138.9 -0.02959 40.73 933.3 -3.537 -54.63 871.4 -2.556 -32.69 918.6 -2.414 -17.49 -0.3503 -0.7193 131.4 -0.3503 -0.7373 132.5 -0.3503 -0.7561 133.7 -0.3502 -0.7754 134.8 -0.3502 -0.7949 135.9 -0.3501 -0.8148 137 -0.3501 -0.8349 138.1 -0.35 -0.8549 139.2 -0.35 -0.8748 140.3
Helman O. Mozo
Page
Job
340 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -0.99 0.0 0.58 0.0 183.25 0.0 0.0 183.25 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 18.30 0.0 50.91 0.0 209.82 0.0 0.0 216.68 0.0 -3.38 0.0 -1.4 0.0 -3.58 0.0 0.0 D29Z0P -14.22 0.0 40.85 0.0 166.43 0.0 0.0 171.96 0.0 -2.51 0.0 1.0 0.0 -0.27 0.0 0.0 D137Z93P -0.00 0.0 150.83 0.0 36.12 0.0 0.0 155.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 3.07 0.0 30.34 0.0 -46.24 0.0 0.0 55.39 0.0 -2.91 0.0 -0.8 0.0 -0.26 0.0 0.0 D212Z93P 1.69 0.0 0.58 0.0 -89.83 0.0 0.0 89.85 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -4.23 0.0 38.79 0.0 -72.36 0.0 0.0 82.21 0.0 -3.77 0.0 1.3 0.0 -3.06 0.0 0.0 D287Z93P -0.00 0.0 167.37 0.0 34.64 0.0 0.0 170.92 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.5807 -0.6493 0.9870 -0.0000 -182.5960 0.0000 0.0000 0.0000 D1Z93P 0.0000 -1.2532 -1.3966 0.0000 1.2532 1.3966 0.0000 -0.0006 -0.0063 D2Z0P 0.0000 -1.8892 -2.1105 -18.2999 -49.0255 -207.7072 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.8892 -2.1105 0.0000 0.9488 2.1738 0.0004 -940.3602 63.2206 D4Z13P 0.0000 -1.8892 -2.1105 -0.0000 0.1498 2.2275 -0.0002 -1000.0000 116.9443 D5Z19P -0.5646 -6.8774 -6.4779 0.5646 6.8774 6.4779 -0.0009 -0.0167 -0.0008 D6Z26P 0.0000 -1.7624 -2.1608 -0.0000 0.8852 2.2198 -0.0007 -877.2481 58.9760 D7Z31P 0.0000 -1.7624 -2.1608 -0.0000 0.1525 2.2690 -0.0009 -1000.0000 108.2298 D8Z26P -0.5727 -5.0342 -4.3674 0.5727 5.0342 4.3674 -0.0007 -0.0230 -0.0006 D9Z13P -0.1455 -2.7205 -3.2337 0.1455 2.7205 3.2337 -0.0004 -0.0168 -0.0002 D10Z31P -0.9159 -6.9952 -5.7608 0.9159 6.9951 5.7608 -0.0009 -0.0236 -0.0008 D11Z36P 0.0000 -5.0732 -4.6139 -0.0000 5.0731 4.6139 -0.0011 -0.0238 -0.0009 D12Z45P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0016 -0.0309 -0.0003 D13Z45P 0.0000 -1.8548 -2.1381 -0.0000 0.9315 2.2002 -0.0016 -923.2267 62.0670 D14Z50P 0.0000 -1.8548 -2.1381 -0.0000 0.1514 2.2527 -0.0013 -1000.0000 114.5133 D15Z55P 0.0000 -4.4539 -5.1309 -0.0000 4.4539 5.1309 -0.0011 -0.0284 -0.0003 D16Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0019 -0.0164 -0.0009 D17Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0007 -0.0219 -0.0005 D18Z55P 0.0000 -10.1865 -5.4729 -0.0000 10.1865 5.4729 -0.0015 -0.0232 -0.0006 D19Z75P 0.0000 -2.4632 -2.6067 -0.0000 2.4632 2.6067 -0.0005 -0.0069 -0.0017 D20Z75P 0.0000 -8.5800 -2.9487 -0.0000 8.5799 2.9487 -0.0018 -0.0135 -0.0011 D21Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0007 -0.0013 -0.0027 D22Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0011 -0.0050 -0.0022 D23Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0011 -0.0023 -0.0032 D24Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0000 0.0011 -0.0037 D25Z90P 0.0000 -1.3723 -1.5014 0.0000 1.3724 1.5014 0.0007 0.0016 -0.0048 D26Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3723 1.5014 -0.0012 0.0001 -0.0044 D27Z93P 0.0000 -1.2532 -1.3966 -0.0000 1.2532 1.3966 -0.0000 -0.0007 -0.0061 D28Z50P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0013 -0.0296 -0.0003 D29Z0P 0.0000 -1.8892 -2.1105 14.2158 -38.9564 -164.3222 0.0000 0.0000 0.0000 D30Z9P 0.0000 -1.8892 -2.1105 -0.0000 0.9488 2.1738 -0.0006 -940.3586 63.2205 D31Z19P 0.0000 -3.6516 -4.2713 0.0000 3.6516 4.2713 0.0001 -0.0130 -0.0007
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
341 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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-1.7624 -1.7624 -1.8892 -1.7624 -3.6172 -1.8548 -1.8548 -1.8548 -0.6493 -0.6493 -0.6452 -0.6452 -0.6683 -0.6683 -0.6639 -0.6639 -0.6325 -0.6325 -0.5807 -0.5807 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5897 -0.8747 -0.8747 -0.5897 -0.5708 -0.5708 -3.6161 -3.6161 -0.5736 -0.5736 -0.5669 -0.5669 -3.6264 -3.6264 -0.5615 -0.5615 -0.5244 -0.5244
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-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
17:07:07 03/17/10
0.8852 1.7624 1.8892 1.7624 3.6172 1.8547 0.9315 1.8547 0.6491 0.6491 0.6451 0.6451 0.6682 0.6682 0.6638 0.6638 0.6324 0.6324 0.5807 0.5807 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5895 0.8745 0.8745 0.5895 0.5706 0.5706 3.6159 3.6159 0.5734 0.5734 0.5666 0.5666 3.6261 3.6261 0.5612 0.5612 0.5241 0.5241
2.2198 2.1608 2.1105 2.1608 4.2989 2.1381 2.2002 2.1381 0.6965 0.6965 0.6965 0.6965 0.7437 0.7437 0.7437 0.7437 0.6965 0.6965 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8705 1.8705 0.8445 0.8445 0.6331 0.6331
-0.0008 -0.0008 -0.0001 -0.0009 -0.0009 -0.0009 -0.0009 -0.0013 0.0004 0.0005 0.0004 0.0007 0.0005 0.0006 0.0004 0.0006 0.0003 0.0004 -0.0002 0.0006 -0.0053 -0.0013 -0.0014 0.0004 -0.0002 0.0006 -0.0000 0.0056 0.0019 0.0022 0.0006 0.0013 0.0004 0.0012 0.0008 0.0009 0.0004 0.0004 0.0010 0.0010 0.0007 0.0008 0.0006 0.0007 0.0004 0.0005 0.0004 0.0004 0.0001 0.0002 0.0001 -0.0001
-877.2445 -0.0172 -0.0133 -0.0177 -0.0181 -0.0252 -923.2226 -0.0242 -0.1487 -0.1494 -0.1174 -0.1180 -0.0883 -0.0889 -0.0614 -0.0620 -0.0373 -0.0378 -0.0170 -0.0173 -0.0096 -0.0261 -0.0495 -0.0748 -0.1027 -0.1332 -0.1648 -0.0098 -0.0257 -0.0500 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198
58.9758 -0.0007 -0.0002 -0.0009 -0.0010 -0.0005 62.0668 -0.0005 -0.0141 -0.0141 -0.0132 -0.0133 -0.0122 -0.0123 -0.0110 -0.0111 -0.0096 -0.0097 -0.0079 -0.0081 -0.0070 -0.0090 -0.0104 -0.0118 -0.0128 -0.0137 -0.0144 -0.0071 -0.0089 -0.0104 -0.0117 -0.0128 -0.0137 -0.0144 -0.0112 -0.0097 -0.0095 -0.0113 -0.0100 -0.0099 -0.0103 -0.0102 -0.0106 -0.0104 -0.0108 -0.0107 -0.0110 -0.0108 -0.0111 -0.0110 -0.0111 -0.0113
Helman O. Mozo
Page
Job
342 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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Helman O. Mozo
Page
Job
343 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
344 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
345 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
1.3931 -0.0002 0.6493 0.0027 1.4403 0.0007 1.4403 0.0002 1.3928 0.0002 0.6962 -0.0002 1.1453 -0.0006 0.8813 0.0000 1.8904 0.0001 0.8644 0.0002 0.8545 0.0001 1.8706 0.0003 0.8446 0.0002 0.6331 0.0004 0.2976 0.0006 0.2108 0.0004 0.2108 0.0007 0.0929 -0.0003 0.0868 0.0007 0.0868 0.0005 0.0868 0.0004 0.0868 0.0003 0.0868 0.0002 0.0868 0.0001 0.0868 -0.0001 0.0868 -0.0002 0.0929 -0.0003 0.1736 0.0006 0.1736 0.0004 1.1024 0.0003 0.1736 0.0002 0.1736 0.0001 0.1736 -0.0000 1.1024 -0.0001 0.1797 -0.0002 0.7473 -0.0008 1.0961 0.0019 1.2600 0.0008 1.1935 0.0015 1.4132 0.0013 3.3347 0.0005 -33.9914 0.0000 2.1738 -940.3454 2.1011 141.2557 2.2198 -877.2245 2.1511 144.6179 2.2002 -923.1941 2.1285 143.1027 2.0473 940.3463 2.1018 877.2244 2.0761 923.1942 0.0868 -0.0003
-0.1328 -0.0065 -0.0484 -0.1023 -0.1647 -0.1828 -0.1925 -0.2091 -0.2268 -0.2446 -0.2629 -0.2818 -0.3007 -0.3200 -0.3607 -0.3329 -0.3465 -0.5347 -0.3693 -0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248 -0.3782 -0.3966 -0.4157 -0.4351 -0.4549 -0.4748 -0.4949 -0.5148 0.0008 -0.0014 -0.0043 -0.0096 -0.0120 -0.0620 0.0000 -0.0155 -0.0145 -0.0231 -0.0233 -0.0314 -0.0296 -0.0142 -0.0229 -0.0308 -0.3693
0.0095 0.0035 0.0065 0.0087 0.0101 0.0069 0.0052 0.0055 0.0058 0.0060 0.0062 0.0064 0.0065 0.0066 0.0028 0.0054 0.0041 0.0039 0.0030 0.0033 0.0035 0.0036 0.0038 0.0038 0.0039 0.0039 0.0039 0.0032 0.0034 0.0036 0.0037 0.0038 0.0038 0.0039 0.0039 0.0019 0.0002 -0.0010 -0.0021 -0.0025 -0.0057 0.0000 63.2165 -9.4969 58.9742 -9.7241 62.0641 -9.6226 -63.2176 -58.9767 -62.0674 -0.0077
Helman O. Mozo
Page
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346 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0910 -0.0911 -0.0913 -0.0914 -0.0916 -0.0918 -0.0919 -0.0977
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000
0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 32.53 -13210.05 -1807.37 5400.65 354.62 -4551.87 -846.77 D128P 32.53 -5400.65 -354.62 -3068.77 -2344.50 -4149.19 -1322.31 D129P 32.53 1510.56 789.17 1139.77 20.38 1321.40 403.62 D130P 32.52 -415.11 -94.25 857.08 -1328.17 179.53 -577.79 D131P 32.52 864.54 -1043.70 -670.79 1242.96 59.50 61.19 D132P 32.52 -610.75 1745.86 5381.07 -9117.33 1178.16 -1820.59 D133P 32.52 -5381.07 9117.33 -8141.02 14848.12 -2423.48 4295.18 D134P 32.52 1068.85 2000.04 5031.23 9195.45 1231.78 2260.69 D135P 32.52 1068.85 -2000.04 -328.78 520.85 127.46 -254.77 D136P 32.52 328.78 -520.85 431.39 -763.09 91.67 -154.84 D137P 32.52 -431.39 763.09 -53.18 34.26 -96.48 158.75 D138P 32.52 53.18 -34.26 -224.61 728.71 -33.89 137.31 D139P 32.52 224.61 -728.71 291.71 -899.42 68.08 -214.68 D140P 32.52 -291.71 899.42 -212.84 294.69 -93.10 220.34 D141P 32.52 212.84 -294.69 -606.16 1581.47 -82.43 269.68 D142P 32.52 606.16 -1581.47 1081.96 -2477.12 195.64 -470.36 D143P -138.69 -4623.51 34175.07 -1973.30 14969.94 -3973.98 29605.43 D144P -212.47 -390.56 -2476.06 6267.07 585.93 5553.20 -1786.14 D145P -138.69 8066.48 -10615.36 4623.52 -34175.07 7621.62 -26901.16 D146P -138.69 1973.30 -14969.94 -3443.07 5944.46 -885.40 -5437.03 D147P -138.68 950.56 -6856.36 -1479.33 -1354.97 -318.54 -4946.59 D148P -138.68 591.51 -3226.90 -1095.84 -1660.57 -303.82 -2944.26 D149P -38.05 337.50 720.49 818.40 816.05 813.60 1081.52 D150P -38.05 -150.15 3479.78 4871.39 3991.59 3323.15 5258.88 D151P 14.24 523.92 327.10 388.50 133.89 906.81 458.16 D152P -0.00 500.95 -627.34 -273.12 -728.06 410.91 -2444.61 D153P -0.00 43.50 -123.03 -17.81 -94.62 46.34 -392.54 D154P -212.47 -390.56 2476.06 -2215.67 -230.18 -1231.42 1061.16 D155P 32.52 -5031.23 -9195.45 -8141.02 -14848.12 -1842.91 -3363.90 D156P 32.52 670.79 -1242.96 610.75 -1745.86 378.66 -883.11 D157P 32.52 -857.09 1328.17 -864.54 1043.70 -628.20 865.47 D158P 32.53 -1139.77 -20.38 415.11 94.25 -343.65 35.03 D159P 32.53 3068.77 2344.50 -1510.56 -789.17 900.14 898.48 D160P -138.68 3443.08 -5944.46 -104.43 1235.90 2011.23 -2836.49 D161P -138.68 104.43 -1235.90 606.25 -11051.18 428.12 -7401.85 D162P -138.68 -606.24 11051.18 -950.55 6856.36 -937.83 10787.68 D163P -138.68 1479.34 1354.97 -114.05 3075.56 822.46 2669.00
-0.0003 -0.0003 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000
-0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
-0.0080 -0.0083 -0.0084 -0.0086 -0.0086 -0.0087 -0.0087 -0.0087
Helman O. Mozo
Page
Job
347 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-138.68 -138.68 -138.68 -138.68 -38.05 -38.05 -38.05 -38.05 -38.05 14.24 14.23 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 13.11 13.11 13.11 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 -211.99 -613.80 -211.99 -211.99 -211.99 -212.00 20.16 20.16 -29.95
114.05 -3075.56 -120.89 120.90 5209.23 -591.50 1095.85 1660.57 337.25 -337.24 -2837.29 1368.11 -186.25 -1320.17 150.16 -352.22 911.85 186.26 -818.38 -816.05 352.23 -722.23 -706.28 -337.49 600.43 140.52 722.24 -388.51 -133.90 -263.54 263.53 -534.52 797.81 95.47 -468.19 -102.18 159.14 -358.72 -73.78 38.75 -256.75 -35.86 83.39 -182.37 -38.20 42.68 -67.64 22.66 -37.36 -24.10 32.03 24.01 -4.81 14.96 273.14 728.06 -95.45 102.20 404.15 -159.13 73.80 303.07 -38.73 35.88 213.47 -83.37 38.22 151.92 -43.48 17.82 94.62 -42.66 -22.64 41.67 37.37 -32.01 8.13 -23.99 -14.95 2.37 0.02 7402.26 -2377.56 -2856.69 2856.69 -232.61 1440.78 -2398.90 -601.24 -3256.45 -1573.33 -2048.41 -1351.04 -805.86 -682.26 393.57 322.75 1645.95 -5500.08 5500.08 9109.15 8268.51 -1001.25 2038.90 -5177.37 -1001.25 -2038.89 574.42 -574.42 -557.22 -629.99 629.99 787.96 2.13 -2.13 -29.63 539.55 -539.55 -740.45 -655.04 655.04 978.13 211.16 -211.16 -295.65 1011.11 -1011.11 -1757.11 -1493.76 5477.04 -18464.14 1181.11 -35.16 -1337.67 -5015.61 3559.67 6908.71 -5477.04 -1181.11 9476.56 784.35 -249.57 5155.72 -234.36 31.32 2679.95 -905.38 -52.35 543.86 532.59 110.14 547.01 5129.26 -308.70 -312.16 -244.67
-5209.23 3226.90 2837.29 -1765.33 -3479.78 1320.17 -911.85 -720.49 706.28 534.51 -88.24 -404.15 -303.07 -213.47 -151.92 -41.67 -8.13 -2.37 468.19 358.72 256.75 182.37 123.03 67.64 24.10 4.81 -0.00 232.61 -3290.08 -1477.04 -2142.41 1419.55 -9109.15 14838.81 9284.19 557.22 -787.96 29.63 740.44 -978.13 295.65 1757.11 -2640.61 -9476.56 2152.54 18464.14 -24.59 2446.19 1502.30 741.72 -1963.89 -152.61
17:07:07 03/17/10
-4.12 -4990.84 -283.50 5082.00 863.31 2709.56 621.01 -2772.66 -25.40 -3378.55 -116.81 1571.06 -328.11 -1216.22 -745.90 -1004.26 930.99 596.03 -648.04 398.15 1054.82 -618.93 -12.10 -1573.35 153.96 -1193.61 5.21 -848.09 81.51 -602.93 117.85 -197.15 -9.60 -58.13 70.29 -12.95 320.47 2157.57 -102.68 1375.92 63.24 1009.69 -85.66 713.93 -9.49 495.90 -44.80 292.65 26.57 118.63 -101.01 23.33 -26.92 4.27 2649.48 -1250.23 2105.34 -1725.77 -2819.63 -1036.19 -1187.88 -1702.31 -126.61 226.41 -1278.68 -1843.24 2467.66 4292.04 -1247.64 2286.46 -73.52 -255.19 -145.25 -162.22 125.86 162.78 106.26 140.54 -157.51 -226.60 159.84 235.04 167.65 306.29 -290.29 -509.66 4010.94 -16831.75 -4772.89 770.04 -1151.57 15238.95 -239.01 5693.96 -291.53 4579.46 -526.54 2519.43 338.03 904.88 3687.86 -997.30 -549.98 -461.91
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -613.79 13.10 13.10 13.10 13.10 13.11 -211.99 -211.99 -211.99 -211.99 -211.99 -211.99 -212.00 -212.00 20.16 20.16 20.16 20.16 20.16 -29.96 -29.96 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -743.35 -743.35 -743.37 -743.38 -743.40 -743.42 -743.43 -743.46 -743.47 -743.49 -743.51 509.76 1201.87
616.77 22.29 -35.17 5177.37 -393.57 1351.04 3256.45 -1440.78 -784.35 1121.15 2498.29 234.37 326.67 1265.26 905.39 -509.47 -55.78 -606.40 -532.58 -137.37 -2.99 244.68 -187.38 163.73 87.13 -88.68 32.72 -5.63 -164.12 -21.52 47.28 156.23 171.06 137.91 63.18 42.47 75.89 62.84 4.79 7977.69 2971.78 -2435.49 -1573.57 -917.63 221.37 4868.51 -882.41 -882.41 -607.57 655.32 -12.65 -675.22
350.51 -0.20 1337.66 -9284.19 -1419.55 2142.41 1477.04 3290.08 24.59 2912.34 -7222.63 -2446.19 3185.31 -4073.21 -1502.30 2293.06 -990.08 895.91 -741.72 136.86 -439.57 152.60 -541.66 -81.51 19.26 -4.34 1.24 0.16 0.19 0.17 134.50 -31.12 7.46 -1.55 0.52 -0.02 0.18 0.18 0.08 3012.88 760.51 475.72 2029.13 863.69 -1632.77 -8395.56 -1933.35 1933.35 570.67 -799.70 135.19 1015.36
-47.27 -134.50 1027.16 -42.45 0.02 -36.36 1693.49 -1331.79 783.54 8268.51 -14838.81 1881.20 -322.75 -1645.95 -211.65 805.86 682.26 787.03 1573.33 2048.41 2290.42 2398.90 601.24 553.48 -1121.14 -2912.34 -1147.88 -2498.28 7222.63 -829.60 249.58 -5155.72 1655.35 -326.66 -3185.31 -55.59 -1265.26 4073.21 -565.41 -31.31 -2679.95 743.35 509.48 -2293.06 852.33 171.46 2223.50 -203.62 -110.13 -547.01 -116.78 55.80 990.08 -387.56 606.42 -895.91 51.97 52.36 -543.86 -59.83 137.38 -136.86 94.60 187.39 541.65 429.42 -683.96 185.86 -866.00 -156.21 31.12 13.56 -171.04 -7.46 -151.34 -137.89 1.55 -408.65 -63.16 -0.52 -54.90 -75.87 -0.18 -146.99 -62.82 -0.18 -409.32 -4.78 -0.08 -47.43 -163.71 81.51 -209.99 -87.11 -19.26 124.66 88.70 4.34 468.50 -32.71 -1.24 189.75 -22.27 0.20 73.78 5.65 -0.16 86.78 164.14 -0.19 432.92 21.54 -0.17 152.17 0.02 0.00 8.68 -2971.78 -760.51 2917.80 1873.39 2889.98 2373.66 -3678.69 2211.56 -3048.40 -857.54 1326.67 -987.52 51.79 -847.28 -265.89 -4868.51 8395.56 -1147.74 7494.60 -14086.30 2215.76 -4705.43 -8854.77 -1128.35 607.57 -570.67 -47.34 -655.32 799.70 -152.30 12.65 -16.02 132.99 675.22 -949.56 131.00 -791.71 1296.35 -193.42
17:07:07 03/17/10
389.60 -0.32 2.77 -3375.02 -905.77 1030.69 1671.87 2247.92 -1739.61 6105.41 -7456.84 -3392.47 4372.60 -4068.17 -2286.37 2720.82 -1081.91 1327.50 -1152.68 -286.47 -405.74 689.98 -353.61 -90.88 21.28 -5.03 1.30 -0.03 0.02 0.15 389.60 -90.88 21.28 -5.03 1.30 -0.32 -0.03 0.02 0.15 1312.84 1788.38 1339.82 1363.13 5.04 1670.26 -4029.28 -2178.44 234.70 165.26 -162.41 -161.02 304.81
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P 1884.25 791.71 D503P 2039.94 -253.91 D504P 3393.14 -1121.16 D505P -454.83 5531.69 D506P -94.69 350.51 D507P -454.83 3470.47 D508P -454.82 -1055.02 D509P -454.81 -234.39 D510P -454.79 -7.33 D511P 12.15 382.14 D512P 12.14 -81.97 D513P -14.52 -433.74 D514P -0.02 335.71 D515P -0.01 43.67 D516P -94.69 350.50 D517P -743.44 4705.43 D518P -743.41 -51.79 D519P -743.39 857.55 D520P -743.37 3678.69 D521P -743.36 -1873.39 D522P -454.82 -826.15 D523P -454.81 1134.65 D524P -454.81 2539.05 D525P -454.80 238.02 D526P -454.80 355.55 D527P -454.80 1304.35 D528P -454.79 754.18 D529P -454.79 -76.23 D530P 12.14 -258.71 D531P 12.14 -279.98 D532P 12.14 -874.85 D533P 12.15 -702.92 D534P 12.15 424.39 D535P -14.51 337.90 D536P -14.51 -180.03 D537P -0.02 135.68 D538P -0.01 148.93 D539P -0.01 41.33 D540P -0.01 82.76 D541P -0.01 42.62 D542P -0.00 -37.34 D543P -0.00 24.02 D544P -0.02 210.62 D545P -0.01 117.19 D546P -0.01 69.98 D547P -0.01 36.86 D548P -0.01 37.99 D549P -0.01 17.88 D550P -0.00 -22.67 D551P -0.00 -32.00 D552P -0.00 -14.94 D670P -1152.39 -13385.40
-1231.47 412.85 2205.17 18557.53 2208.68 -7811.69 -9472.34 -5189.27 -2720.43 649.18 3276.32 -166.23 -464.35 -103.65 -2208.67 8854.77 847.28 -1326.67 -2211.56 -2889.98 -109.55 -2970.42 7191.44 2410.29 -3206.32 4067.09 1427.47 -2194.30 -1203.20 833.19 -722.76 -631.55 189.03 89.33 551.66 -427.40 -324.71 -228.51 -160.72 -50.57 -13.48 -0.66 662.34 369.34 269.57 190.69 131.39 76.40 25.70 2.84 -0.50 4150.65
253.91 -398.05 192.94 -300.69 1121.16 -2076.51 181.76 -348.67 -1714.21 3315.88 -328.60 639.84 1055.02 9472.35 3967.90 16885.47 -7096.87 363.98 -6375.19 2431.11 -5531.69 -18557.53 -1237.97 -15837.37 826.16 109.55 -137.86 -5640.24 -238.01 -2410.29 -284.58 -4578.05 -754.17 -1427.47 -458.74 -2498.73 874.86 722.76 884.77 965.67 4752.45 5284.04 3287.42 6025.39 -337.89 -89.33 -766.89 -253.99 -210.61 -662.34 225.64 -2032.11 -17.86 -76.40 46.55 -324.73 2322.34 1286.67 1262.89 -435.63 7494.60 14086.30 1706.89 3209.65 -221.37 1632.77 -80.71 732.78 917.63 -863.69 647.75 -799.24 1573.57 -2029.13 2490.77 -2011.06 2435.49 -475.72 324.72 -1944.29 -1134.65 2970.42 -1181.21 1723.42 -2539.04 -7191.44 -846.02 -6121.60 234.39 5189.27 1670.75 7458.26 -355.54 3206.32 -70.80 3383.50 -1304.34 -4067.09 -571.56 -4381.57 7.34 2720.43 790.17 4088.86 76.24 2194.30 500.25 2181.79 788.43 -2495.86 429.04 -2825.40 81.98 -3276.32 -124.39 -3153.01 258.72 1203.20 -14.96 1433.36 279.99 -833.19 -418.70 -1095.19 -382.13 -649.18 -763.74 -901.47 702.93 631.55 793.49 577.58 180.04 -551.65 514.75 -459.48 -565.72 89.81 -741.16 637.53 -117.18 -369.34 33.38 -1437.02 -69.96 -269.57 142.43 -1071.86 -36.84 -190.69 8.10 -756.06 -37.97 -131.39 80.79 -526.85 22.68 -25.70 117.78 -137.57 32.02 -2.84 -9.60 -29.42 14.96 0.50 70.30 -0.28 -135.66 427.40 135.20 1965.46 -148.91 324.71 -57.21 1251.81 -41.31 228.51 51.70 898.34 -82.74 160.72 -82.76 633.80 -43.65 103.65 -10.21 423.92 -42.60 50.58 -44.59 229.01 37.36 13.48 26.51 70.67 -24.00 0.66 -101.01 6.30 0.02 0.00 -26.91 -0.90 5799.02 -952.80 -4421.88 1863.93
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
350 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-1152.40 -1152.42 -1152.45 -1152.48 -1152.51 -1152.53 -1152.58 -1152.60 -1152.63 -1152.66 1297.74 2523.43 3731.89 3887.58 3887.57 -754.33 118.58 -754.34 -754.33 -754.30 -754.28 -64.84 -64.85 17.08 -0.05 -0.02 118.57 -1152.55 -1152.49 -1152.46 -1152.44 -1152.41 -754.32 -754.31 -754.30 -754.29 -754.29 -754.28 -754.27 -754.27 -64.85 -64.84 -64.84 -64.83 -64.83 17.09 17.09 -0.05 -0.04 -0.03 -0.03 -0.02
-5799.02 952.81 -2405.06 3822.58 -4019.20 2339.48 2961.74 503.55 2742.54 1070.95 2844.03 785.01 1724.30 2334.83 1036.58 1995.71 1121.47 1759.07 -307.59 -257.35 1680.79 810.83 421.70 169.97 4823.32 3876.63 7768.46 11656.09 3109.89 3836.24 -7768.47 -11656.10 -8202.75 -14834.13 -2862.42 -4747.68 1030.78 -1965.04 4878.40 -9035.20 1193.24 -2221.27 1030.78 1965.04 -383.04 -551.55 111.56 243.45 383.04 551.55 478.79 782.76 103.93 160.91 -478.79 -782.76 -51.14 85.07 -105.51 -138.91 51.14 147.91 -422.42 -924.20 -73.41 -153.49 422.42 1040.74 482.62 1215.89 119.33 297.55 -482.62 -1100.99 -268.65 -348.06 -138.63 -267.38 268.65 362.86 -772.11 -1936.63 -105.51 -329.83 772.11 1936.64 1392.90 3031.06 250.91 575.72 -4250.44 -34345.95 -2040.48 -14936.75 -3789.71 -29688.37 -25.59 1064.88 6500.34 -631.34 6118.52 409.69 6466.00 12463.82 4250.45 34345.95 6436.31 28113.98 2040.49 14936.74 -3443.70 -6048.96 -845.31 5354.09 974.17 6897.23 -1485.19 1294.71 -307.85 4934.90 547.83 3433.00 -993.21 1153.88 -268.30 2763.18 5.21 601.52 590.45 834.70 419.27 1010.91 250.60 594.56 5048.35 -4144.53 3729.78 -2498.72 267.30 512.86 238.14 193.21 502.34 701.72 435.59 283.33 -52.84 -107.94 690.34 316.33 35.04 -0.15 -30.46 -0.03 8.27 -0.33 -25.59 -1064.88 -2524.03 3068.50 -1204.67 946.69 -4878.40 9035.20 -8202.75 14834.13 -1830.17 3339.53 -1680.79 -810.83 -4823.32 -3876.63 -1921.78 -1385.01 -1036.58 -1995.71 307.59 257.35 -266.00 -634.31 -2742.54 -1070.95 -1724.30 -2334.83 -2118.31 -1615.12 2405.06 -3822.58 -2961.74 -503.55 -321.58 -2499.10 3443.71 6048.96 -104.38 -1298.88 2011.65 2861.49 104.39 1298.88 578.92 11029.70 411.63 7426.86 -578.91 -11029.70 -974.16 -6897.23 -935.59 -10799.36 1485.20 -1294.71 -134.51 -3058.45 813.67 -2622.38 134.52 3058.45 -170.99 5303.71 -21.97 5037.45 171.00 -5303.71 -547.82 -3433.00 -227.00 -5263.08 993.22 -1153.88 361.80 -2028.49 816.28 -1917.09 -361.79 2028.49 -320.08 3889.61 -410.77 3565.13 -137.73 -1184.83 -250.59 -594.56 -273.33 -1252.47 -533.18 988.90 137.74 1184.83 -278.34 1530.03 -590.44 -834.70 533.19 -988.90 -40.29 -1283.58 -163.58 135.45 -5.20 -601.52 -118.79 -328.06 -170.91 -548.95 163.59 -135.45 -5.15 -481.73 -238.15 -193.20 -163.95 -559.68 -399.63 -748.25 163.94 559.69 508.35 -106.29 668.15 450.62 180.05 -67.45 -133.19 25.76 84.52 -75.19 110.60 15.93 -149.29 -6.21 -69.78 17.54 -70.36 -3.52 -122.54 1.27 -347.92 -4.06 47.10 0.98 -49.63 -0.41 -4.56 1.02 5.56 0.22 -65.72 -0.20 -108.50 0.02
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
351 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00
-157.13 -18.76 52.85 133.20 149.31 122.56 49.65 30.47 65.74 58.99 3.02
0.19 0.12 107.94 -25.76 6.21 -1.27 0.41 0.03 0.20 0.16 0.06
-58.97 -3.00 -180.03 -110.58 70.38 -47.09 -35.02 -5.55 157.15 18.77 0.02
-0.16 -0.06 67.45 -15.93 3.52 -0.98 0.15 -0.22 -0.19 -0.12 -0.00
17:07:07 03/17/10
-389.76 -39.24 -229.38 40.80 396.22 136.12 26.39 44.96 402.00 140.26 5.48
0.06 0.11 316.33 -75.19 17.54 -4.06 1.02 -0.33 0.02 0.06 0.11
Helman O. Mozo
Page
Job
352 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 12 "COMBO 2-6"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 4.087e-005 -0.0005769 -0.006286 0.2433 0.2278 0.0615 1.325 -1.326 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0003649 -940.4 63.22 0.0000 0.0000 0.0000 -3.522 -947.4 71.81 D4Z13P -0.0002142 -1000 116.9 0.0000 0.0000 0.0000 -0.0002142 -1007 130.3 D5Z19P -0.0009459 -0.01671 -0.0007604 0.1181 0.0936 1.4198 -6.341 -6.357 18.73 D6Z26P -0.0007226 -877.2 58.98 0.0000 0.0000 0.0000 -2.534 -883.1 85.26 D7Z31P -0.0008901 -1000 108.2 0.0000 0.0000 0.0000 -0.0008901 -1005 139.5 D8Z26P -0.0007374 -0.02304 -0.0006303 0.1524 0.1207 1.7951 -5.834 -5.856 26.28 D9Z13P -0.0003804 -0.01676 -0.0001839 0.0657 0.0596 1.0245 -6.704 -6.72 13.34 D10Z31P -0.0009089 -0.02358 -0.0007505 0.1202 0.1263 1.9270 -5.495 -5.518 31.32 D11Z36P -0.001068 -0.02377 -0.0008911 0.1472 0.1194 1.8109 -5.159 -5.182 36.32 D12Z45P -0.001561 -0.03088 -0.0002573 0.1486 0.1082 1.6220 -4.605 -4.634 44.57 D13Z45P -0.001564 -923.2 62.07 0.0000 0.0000 0.0000 -2.385 -927.8 106.6 D14Z50P -0.001299 -1000 114.5 0.0000 0.0000 0.0000 -0.001299 -1004 164.9 D15Z55P -0.001145 -0.02842 -0.0002981 0.3004 0.0888 1.3673 -3.884 -3.912 55.28 D16Z68P -0.001929 -0.01636 -0.0009282 -0.3767 0.0034 0.0185 3.029 -3.048 67.95 D17Z68P -0.0007301 -0.02187 -0.0004837 -0.1653 0.0366 1.1112 -3.032 -3.053 67.95 D18Z55P -0.001545 -0.02324 -0.0005706 0.2140 0.0070 0.0497 3.882 -3.906 55.28 D19Z75P -0.0004865 -0.006916 -0.001713 -0.0021 0.0087 0.0481 2.533 -2.541 75.35 D20Z75P -0.001826 -0.01353 -0.001099 -0.0810 0.1006 0.9314 -2.536 -2.547 75.35 D21Z81P -0.0006517 -0.001349 -0.002729 -0.0690 -0.0037 0.0483 2.132 -2.134 81.32 D22Z81P -0.001092 -0.004977 -0.002237 0.0292 0.0503 0.7903 -2.134 -2.137 81.32 D23Z86P -0.001091 -0.002326 -0.003201 0.0117 0.0256 0.6887 -1.828 -1.829 85.87 D24Z86P -4.965e-005 0.001118 -0.003714 -0.0073 0.0358 0.0527 1.826 -1.825 85.87 D25Z90P 0.0007225 0.001613 -0.004804 -0.0477 -0.0607 0.0589 1.577 -1.575 89.59 D26Z90P -0.001242 0.0001311 -0.00445 -0.0430 0.1246 0.6003 -1.578 -1.576 89.59 D27Z93P -4.033e-005 -0.0006571 -0.006086 0.2542 -0.2075 0.5168 -1.325 -1.326 93.33 D28Z50P -0.001314 -0.02965 -0.00026 0.0157 0.1051 1.4985 -4.216 -4.244 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006012 -940.4 63.22 0.0000 0.0000 0.0000 3.522 -947.4 71.81 D31Z19P 0.0001374 -0.01302 -0.0006586 0.0124 -0.0026 0.0131 6.341 -6.353 18.73 D32Z26P -0.0008145 -877.2 58.98 0.0000 0.0000 0.0000 2.532 -883.1 85.26 D33Z26P -0.0008119 -0.0172 -0.0007312 0.0214 -0.0035 0.0187 5.832 -5.85 26.28 D34Z13P -0.0001185 -0.01328 -0.0001727 -0.0040 0.0071 0.0079 6.703 -6.716 13.34 D35Z31P -0.0008987 -0.01771 -0.0008862 -0.0056 0.0013 0.0198 5.493 -5.512 31.32 D36Z36P -0.0009302 -0.01814 -0.001041 0.0240 0.0017 0.0250 5.157 -5.176 36.32 D37Z45P -0.0008926 -0.02516 -0.0004905 0.0385 0.0006 0.0314 4.602 -4.628 44.57 D38Z45P -0.0008901 -923.2 62.07 0.0000 0.0000 0.0000 2.382 -927.8 106.6 D39Z50P -0.001285 -0.02417 -0.0005186 -0.0850 -0.0040 0.0272 4.213 -4.239 50.35 D40Z113P 0.0003637 -0.1487 -0.01406 0.5553 -0.0119 0.2201 -1.325 -1.474 113.2 D41Z113P 0.0005237 -0.1494 -0.01407 0.5590 0.0092 0.0070 1.326 -1.474 113.2 D42Z110P 0.0004445 -0.1174 -0.01324 0.5150 0.0182 0.2696 -1.325 -1.442 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
353 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P 0.0006781 D44Z107P 0.0004592 D45Z107P 0.0005537 D46Z103P 0.0003617 D47Z103P 0.0005543 D48Z100P 0.0002992 D49Z100P 0.0004327 D50Z97P -0.0001741 D51Z97P 0.0005931 D52Z95P -0.005304 D53Z98P -0.001325 D54Z102P -0.00136 D55Z105P 0.0003606 D56Z108P -0.0002466 D57Z112P 0.0006384 D58Z115P -1.086e-005 D59Z95P 0.005564 D60Z98P 0.001921 D61Z102P 0.002193 D62Z105P 0.0006162 D63Z108P 0.001305 D64Z112P 0.0004341 D65Z115P 0.00116 D66Z117P 0.0008189 D67Z118P 0.0008999 D68Z118P 0.0004278 D69Z117P 0.0004157 D70Z119P 0.001024 D71Z119P 0.0009966 D72Z121P 0.0006984 D73Z121P 0.0008095 D74Z122P 0.0006492 D75Z122P 0.0007127 D76Z124P 0.0004274 D77Z124P 0.0004793 D78Z125P 0.0003607 D79Z125P 0.0003913 D80Z126P 0.0001453 D81Z126P 0.0001816 D82Z128P 0.0001434 D83Z128P -0.0001211 D84Z131P -0.0003938 D85Z131P -0.000453 D86Z129P -5.768e-005 D87Z130P -0.000568 D88Z130P -5.083e-006 D89Z129P -0.0002276 D90Z141P 2.373e-005 D91Z141P 2.415e-005 D92Z131P -0.0002654 D93Z132P -0.0003393 D94Z133P -0.0002316
-0.118 -0.08826 -0.08888 -0.0614 -0.06199 -0.03731 -0.03779 -0.01702 -0.01734 -0.009633 -0.02614 -0.04947 -0.07481 -0.1027 -0.1332 -0.1648 -0.00975 -0.02574 -0.05001 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198 -0.3607 -0.3595 -0.3321 -0.3465 -0.3455 -0.333 -0.5347 -0.5348 -0.3681 -0.3782 -0.3863
-0.01326 -0.01224 -0.01228 -0.01103 -0.0111 -0.009612 -0.009715 -0.007915 -0.008063 -0.006964 -0.008989 -0.01036 -0.01175 -0.01278 -0.01371 -0.01442 -0.007135 -0.008866 -0.01044 -0.0117 -0.01281 -0.01369 -0.01443 -0.01119 -0.009668 -0.009525 -0.01126 -0.01003 -0.009851 -0.0103 -0.01017 -0.01058 -0.01042 -0.01078 -0.01066 -0.01098 -0.01083 -0.01113 -0.011 -0.01113 -0.01128 -0.007529 -0.007559 -0.009995 -0.008801 -0.008783 -0.01006 -0.008687 -0.008715 -0.007733 -0.007875 -0.008044
0.5136 0.4961 0.4961 0.4204 0.4215 0.4219 0.4244 0.2544 0.2582 0.2954 0.3586 0.4131 0.4665 0.5017 0.5449 0.5546 0.3073 0.3561 0.4151 0.4660 0.5004 0.5436 0.5274 0.5210 0.6099 0.5901 0.5479 0.7141 0.6991 0.7116 0.7064 0.7262 0.7181 0.7506 0.7435 0.7633 0.7540 0.7667 0.7623 0.7650 0.7740 0.8723 0.8554 0.7429 0.8091 0.7839 0.7854 1.0279 1.0349 0.9148 0.9276 0.9581
17:07:07 03/17/10
-0.0170 -0.0211 0.0223 0.0492 -0.0467 -0.0831 0.0871 0.1873 -0.1811 0.0021 0.0185 0.0098 0.0059 0.0003 -0.0021 0.0058 0.0022 -0.0130 -0.0066 -0.0043 0.0019 -0.0036 0.0194 -0.0352 0.0357 0.0069 0.0827 -0.0129 0.0122 -0.0069 -0.0100 -0.0049 -0.0058 -0.0065 -0.0068 -0.0041 -0.0058 -0.0116 -0.0060 -0.0002 -0.0074 0.0144 0.0124 -0.0047 0.0189 -0.0211 0.0098 0.0023 0.0022 0.0089 -0.0004 0.0022
0.0160 0.3190 0.0251 0.3684 0.0342 0.4179 0.0433 0.4673 0.0524 0.4920 0.0479 0.3932 0.0297 0.2943 0.0115 0.1954 0.0569 0.4426 0.0388 0.3437 0.0206 0.2449 0.0024 0.0032 0.1854 0.0042 0.1860 0.1831 0.0028 0.1807 0.0015 0.1784 0.0001 0.1760 -0.0013 0.1737 -0.0027 0.1713 -0.0040 -0.0054 0.1690 0.1669 0.0131 -0.0042 0.1697 0.0056 0.1696 0.1668 0.0131 0.0131 0.1669 0.0131
1.326 -1.325 1.326 -1.325 1.326 -1.325 1.325 -1.325 1.326 -1.33 1.324 -1.326 1.325 -1.325 1.326 -1.325 1.331 -1.323 1.327 -1.324 1.326 -1.325 1.326 0.9025 -0.6891 0.6904 -0.9013 -0.689 0.691 -0.6893 0.6908 -0.6894 0.6907 -0.6896 0.6905 -0.6896 0.6904 -0.6899 0.6902 0.6901 -0.6901 -0.3504 0.3495 0.5766 -0.4639 0.4633 -0.5769 -0.35 0.35 0.3497 -0.3503 0.3498
-1.443 -1.413 -1.414 -1.386 -1.387 -1.362 -1.363 -1.342 -1.342 -1.335 -1.351 -1.374 -1.4 -1.428 -1.458 -1.49 -1.335 -1.351 -1.375 -1.399 -1.428 -1.458 -1.49 -1.085 -0.8823 -0.8833 -1.085 -0.8992 -0.8997 -0.9168 -0.9171 -0.9346 -0.9348 -0.9529 -0.9529 -0.9718 -0.9715 -0.9907 -0.9902 -1.009 -1.01 -0.7107 -0.7095 -0.9087 -0.8098 -0.8088 -0.9096 -0.8847 -0.8848 -0.7181 -0.7282 -0.7363
109.9 106.6 106.6 103.3 103.3 99.97 99.97 96.65 96.65 94.99 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.31 101.6 104.9 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
354 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
-0.0002947 -0.0002085 -0.0002477 -0.0001804 -0.0002017 -0.0001472 -0.000156 -0.0001133 -0.0001104 -7.895e-005 -6.527e-005 -4.102e-005 -2.061e-005 2.446e-006 0.002182 -0.002165 -0.001096 -0.001004 -0.003906 -0.001228 -0.0005938 0.0003557 -0.0002967 -0.0002653 -0.0002263 -0.0001865 -0.0001455 -0.0001045 -6.29e-005 -1.984e-005 -0.002099 0.001191 -0.0006956 -0.0003369 -0.0009964 -0.000908 0 0.0001287 -940.3 -141.3 -877.2 -144.6 -923.2 -143.1 0.001382 0.0009968 0.0003539 0.0001202 0.0002206 -0.001181 940.3 -0.0005141
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17:07:07 03/17/10
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Helman O. Mozo
Page
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355 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
7.6 6.34 883.1 5.833 6.703 5.494 5.159 4.603 927.8 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.324 1.324 1.322 1.324 1.324 1.324 0.9011 0.6898 0.69 0.69 0.6901 0.6901 0.6902 0.6902 0.6901 0.3506 0.577 0.4636 0.3497 0.3506 0.3505 0.3504 0.3503 0.3501 0.35 0.3499 0.3498 0.3497 0.3505 0.3504 0.3503 0.3502 0.3501 0.35 0.3499
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Helman O. Mozo
Page
Job
356 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
357 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0002503 0.0002469 0.0003911 0.0005572 0.0004465 0.0007392 -0.00034 0.0006638 0.0005451 0.0004153 0.0002928 0.0001733 5.453e-005 -6.378e-005 -0.0001766 -0.0002858 0.0005603 0.0004392 0.0003257 0.000213 0.000101 -1.088e-005 -0.0001218 -0.0002312 -0.0008347 0.001878 0.0008495 0.001507 0.001311 0.0004515 0 -940.3 141.3 -877.2 144.6 -923.2 143.1 940.3 877.2 923.2 -0.0003307 -0.0003255 -0.0002691 -0.0002251 -0.0001787 -0.0001332 -8.777e-005 -4.289e-005 1.581e-006
-0.2818 0.006353 0.7625 0.0023 -0.3007 0.00651 0.7695 0.0021 -0.32 0.006621 0.7755 0.0066 -0.3607 0.002826 0.8630 0.0071 -0.3329 0.005412 0.7624 0.0009 -0.3465 0.004125 0.8054 -0.0111 -0.5347 0.003865 1.0270 -0.0056 -0.3693 0.002989 0.9049 0.0004 -0.3873 0.003276 0.9508 -0.0057 -0.4061 0.003491 0.9880 -0.0053 -0.4254 0.003644 1.0025 -0.0055 -0.4449 0.003751 1.0209 -0.0055 -0.4648 0.00382 1.0319 -0.0055 -0.4849 0.003855 1.0380 -0.0055 -0.5049 0.003864 1.0281 -0.0056 -0.5248 0.003865 1.0282 -0.0056 -0.3782 0.003151 0.9314 -0.0077 -0.3966 0.003401 0.9712 -0.0072 -0.4157 0.00358 0.9965 -0.0068 -0.4351 0.003707 1.0116 -0.0065 -0.4549 0.003795 1.0271 -0.0064 -0.4748 0.003846 1.0365 -0.0064 -0.4949 0.003863 1.0334 -0.0060 -0.5148 0.003865 1.0275 -0.0057 0.0007552 0.001926 0.0094 -0.0724 -0.001413 0.0001522 0.0197 -0.0004 -0.004282 -0.0009692 -0.0466 -0.0436 -0.009634 -0.002064 -0.0244 -0.0353 -0.01204 -0.002517 0.0143 -0.0332 -0.06202 -0.005662 -0.0591 -0.0539 0 0 0.0000 0.0000 -0.01553 63.22 0.0000 0.0000 -0.01453 -9.497 0.0000 0.0000 -0.02312 58.97 0.0000 0.0000 -0.02328 -9.724 0.0000 0.0000 -0.03141 62.06 0.0000 0.0000 -0.02959 -9.623 0.0000 0.0000 -0.01417 -63.22 0.0000 0.0000 -0.02291 -58.98 0.0000 0.0000 -0.03085 -62.07 0.0000 0.0000 -0.3693 -0.007721 0.9097 0.0009 -0.3873 -0.00803 0.9516 0.0027 -0.4061 -0.008267 0.9902 0.0023 -0.4254 -0.008431 1.0002 0.0024 -0.4449 -0.008551 1.0206 0.0024 -0.4648 -0.008632 1.0321 0.0024 -0.4849 -0.008676 1.0404 0.0023 -0.5049 -0.008685 1.0258 0.0023 -0.5248 -0.008687 1.0277 0.0023
Joint Support Reactions for Load Case "COMBO 2-6":
17:07:07 03/17/10
0.0754 0.0758 0.0762 0.0565 0.0738 0.0642 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.3094 0.3691 0.4313 0.5071 0.6025 0.7480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1669 0.1669 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668
-0.6897 0.4082 125.1 -0.6898 0.3893 126.5 -0.6896 0.37 127.9 -0.3494 -0.01073 130.9 -0.5762 0.2438 128.9 -0.4626 0.1169 129.9 -0.3503 -0.1847 140.9 -0.3493 -0.0193 131.4 -0.3495 -0.03731 132.6 -0.3496 -0.05609 133.7 -0.3497 -0.07537 134.8 -0.3498 -0.09495 135.9 -0.3499 -0.1148 137 -0.3501 -0.1349 138.1 -0.3502 -0.1549 139.2 -0.3503 -0.1748 140.3 -0.3494 -0.0282 132 -0.3496 -0.0466 133.1 -0.3497 -0.0657 134.2 -0.3498 -0.08511 135.3 -0.3499 -0.1049 136.4 -0.35 -0.1248 137.5 -0.3501 -0.1449 138.7 -0.3502 -0.1648 139.8 -1.441 1.441 91.63 -1.69 1.691 87.87 -1.967 1.963 83.77 -2.314 2.306 78.59 -2.759 2.748 71.98 -3.404 3.343 62.39 -1.325 1.457e-011 93.33 -947.4 3.507 71.81 134.6 -0.01453 3.843 -883.1 2.51 85.26 139.1 -0.02328 21.6 -927.8 2.352 106.6 138.9 -0.02959 40.73 933.3 -3.537 -54.63 871.4 -2.556 -32.69 918.6 -2.414 -17.49 -0.3503 -0.7193 131.4 -0.3503 -0.7373 132.5 -0.3503 -0.7561 133.7 -0.3502 -0.7754 134.8 -0.3502 -0.7949 135.9 -0.3501 -0.8148 137 -0.3501 -0.8349 138.1 -0.35 -0.8549 139.2 -0.35 -0.8748 140.3
Helman O. Mozo
Page
Job
358 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -0.99 0.0 0.58 0.0 183.25 0.0 0.0 183.25 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 18.30 0.0 50.91 0.0 209.82 0.0 0.0 216.68 0.0 -3.38 0.0 -1.4 0.0 -3.58 0.0 0.0 D29Z0P -14.22 0.0 40.85 0.0 166.43 0.0 0.0 171.96 0.0 -2.51 0.0 1.0 0.0 -0.27 0.0 0.0 D137Z93P -0.00 0.0 150.83 0.0 36.12 0.0 0.0 155.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 3.07 0.0 30.34 0.0 -46.24 0.0 0.0 55.39 0.0 -2.91 0.0 -0.8 0.0 -0.26 0.0 0.0 D212Z93P 1.69 0.0 0.58 0.0 -89.83 0.0 0.0 89.85 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -4.23 0.0 38.79 0.0 -72.36 0.0 0.0 82.21 0.0 -3.77 0.0 1.3 0.0 -3.06 0.0 0.0 D287Z93P -0.00 0.0 167.37 0.0 34.64 0.0 0.0 170.92 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-6": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.5807 -0.6493 0.9870 -0.0000 -182.5960 0.0000 0.0000 0.0000 D1Z93P 0.0000 -1.2532 -1.3966 0.0000 1.2532 1.3966 0.0000 -0.0006 -0.0063 D2Z0P 0.0000 -1.8892 -2.1105 -18.2999 -49.0255 -207.7072 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.8892 -2.1105 0.0000 0.9488 2.1738 0.0004 -940.3602 63.2206 D4Z13P 0.0000 -1.8892 -2.1105 -0.0000 0.1498 2.2275 -0.0002 -1000.0000 116.9443 D5Z19P -0.5646 -6.8774 -6.4779 0.5646 6.8774 6.4779 -0.0009 -0.0167 -0.0008 D6Z26P 0.0000 -1.7624 -2.1608 -0.0000 0.8852 2.2198 -0.0007 -877.2481 58.9760 D7Z31P 0.0000 -1.7624 -2.1608 -0.0000 0.1525 2.2690 -0.0009 -1000.0000 108.2298 D8Z26P -0.5727 -5.0342 -4.3674 0.5727 5.0342 4.3674 -0.0007 -0.0230 -0.0006 D9Z13P -0.1455 -2.7205 -3.2337 0.1455 2.7205 3.2337 -0.0004 -0.0168 -0.0002 D10Z31P -0.9159 -6.9952 -5.7608 0.9159 6.9951 5.7608 -0.0009 -0.0236 -0.0008 D11Z36P 0.0000 -5.0732 -4.6139 -0.0000 5.0731 4.6139 -0.0011 -0.0238 -0.0009 D12Z45P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0016 -0.0309 -0.0003 D13Z45P 0.0000 -1.8548 -2.1381 -0.0000 0.9315 2.2002 -0.0016 -923.2267 62.0670 D14Z50P 0.0000 -1.8548 -2.1381 -0.0000 0.1514 2.2527 -0.0013 -1000.0000 114.5133 D15Z55P 0.0000 -4.4539 -5.1309 -0.0000 4.4539 5.1309 -0.0011 -0.0284 -0.0003 D16Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0019 -0.0164 -0.0009 D17Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0007 -0.0219 -0.0005 D18Z55P 0.0000 -10.1865 -5.4729 -0.0000 10.1865 5.4729 -0.0015 -0.0232 -0.0006 D19Z75P 0.0000 -2.4632 -2.6067 -0.0000 2.4632 2.6067 -0.0005 -0.0069 -0.0017 D20Z75P 0.0000 -8.5800 -2.9487 -0.0000 8.5799 2.9487 -0.0018 -0.0135 -0.0011 D21Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0007 -0.0013 -0.0027 D22Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0011 -0.0050 -0.0022 D23Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0011 -0.0023 -0.0032 D24Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0000 0.0011 -0.0037 D25Z90P 0.0000 -1.3723 -1.5014 0.0000 1.3724 1.5014 0.0007 0.0016 -0.0048 D26Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3723 1.5014 -0.0012 0.0001 -0.0044 D27Z93P 0.0000 -1.2532 -1.3966 -0.0000 1.2532 1.3966 -0.0000 -0.0007 -0.0061 D28Z50P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0013 -0.0296 -0.0003 D29Z0P 0.0000 -1.8892 -2.1105 14.2158 -38.9564 -164.3222 0.0000 0.0000 0.0000 D30Z9P 0.0000 -1.8892 -2.1105 -0.0000 0.9488 2.1738 -0.0006 -940.3586 63.2205 D31Z19P 0.0000 -3.6516 -4.2713 0.0000 3.6516 4.2713 0.0001 -0.0130 -0.0007
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
359 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-1.7624 -1.7624 -1.8892 -1.7624 -3.6172 -1.8548 -1.8548 -1.8548 -0.6493 -0.6493 -0.6452 -0.6452 -0.6683 -0.6683 -0.6639 -0.6639 -0.6325 -0.6325 -0.5807 -0.5807 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5897 -0.8747 -0.8747 -0.5897 -0.5708 -0.5708 -3.6161 -3.6161 -0.5736 -0.5736 -0.5669 -0.5669 -3.6264 -3.6264 -0.5615 -0.5615 -0.5244 -0.5244
-2.1608 -2.1608 -2.1105 -2.1608 -4.2989 -2.1381 -2.1381 -2.1381 -0.6965 -0.6965 -0.6965 -0.6965 -0.7437 -0.7437 -0.7437 -0.7437 -0.6965 -0.6965 -0.6493 -0.6493 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6962 -1.1453 -1.1453 -0.6962 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331
-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
17:07:07 03/17/10
0.8852 1.7624 1.8892 1.7624 3.6172 1.8547 0.9315 1.8547 0.6491 0.6491 0.6451 0.6451 0.6682 0.6682 0.6638 0.6638 0.6324 0.6324 0.5807 0.5807 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5895 0.8745 0.8745 0.5895 0.5706 0.5706 3.6159 3.6159 0.5734 0.5734 0.5666 0.5666 3.6261 3.6261 0.5612 0.5612 0.5241 0.5241
2.2198 2.1608 2.1105 2.1608 4.2989 2.1381 2.2002 2.1381 0.6965 0.6965 0.6965 0.6965 0.7437 0.7437 0.7437 0.7437 0.6965 0.6965 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8705 1.8705 0.8445 0.8445 0.6331 0.6331
-0.0008 -0.0008 -0.0001 -0.0009 -0.0009 -0.0009 -0.0009 -0.0013 0.0004 0.0005 0.0004 0.0007 0.0005 0.0006 0.0004 0.0006 0.0003 0.0004 -0.0002 0.0006 -0.0053 -0.0013 -0.0014 0.0004 -0.0002 0.0006 -0.0000 0.0056 0.0019 0.0022 0.0006 0.0013 0.0004 0.0012 0.0008 0.0009 0.0004 0.0004 0.0010 0.0010 0.0007 0.0008 0.0006 0.0007 0.0004 0.0005 0.0004 0.0004 0.0001 0.0002 0.0001 -0.0001
-877.2445 -0.0172 -0.0133 -0.0177 -0.0181 -0.0252 -923.2226 -0.0242 -0.1487 -0.1494 -0.1174 -0.1180 -0.0883 -0.0889 -0.0614 -0.0620 -0.0373 -0.0378 -0.0170 -0.0173 -0.0096 -0.0261 -0.0495 -0.0748 -0.1027 -0.1332 -0.1648 -0.0098 -0.0257 -0.0500 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198
58.9758 -0.0007 -0.0002 -0.0009 -0.0010 -0.0005 62.0668 -0.0005 -0.0141 -0.0141 -0.0132 -0.0133 -0.0122 -0.0123 -0.0110 -0.0111 -0.0096 -0.0097 -0.0079 -0.0081 -0.0070 -0.0090 -0.0104 -0.0118 -0.0128 -0.0137 -0.0144 -0.0071 -0.0089 -0.0104 -0.0117 -0.0128 -0.0137 -0.0144 -0.0112 -0.0097 -0.0095 -0.0113 -0.0100 -0.0099 -0.0103 -0.0102 -0.0106 -0.0104 -0.0108 -0.0107 -0.0110 -0.0108 -0.0111 -0.0110 -0.0111 -0.0113
Helman O. Mozo
Page
Job
360 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.3342 -0.3342 -0.2434 -0.2434 -0.2434 -0.2434 -0.0977 -0.0977 -0.0908 -0.1818 -0.0910 -0.1821 -0.0911 -3.0405 -0.0913 -0.1827 -0.0914 -0.1830 -0.0916 -0.1834 -0.0918 -3.0614 -0.0919 -0.1897 -0.0977 -0.6725 -4.6444 -4.7718 -1.1374 -7.3840 -8.4784 -1.8892 -1.8892 -0.1818 -0.1821 -3.0405 -0.1827 -0.1830 -0.1834 -3.0614 -0.1897 -0.6725 -0.6998 -0.8667 -1.1374 -1.3258 -8.4784 -0.5807 -1.2532 -1.8892 -1.8892 -1.7624
-0.2976 -0.2976 -0.2108 -0.2108 -0.2108 -0.2108 -0.0929 -0.0929 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -1.1023 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -1.1023 -0.0868 -0.1797 -0.0929 -0.7473 -1.0961 -1.2600 -1.1935 -1.7552 -3.3347 -2.1105 -2.1105 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -0.7541 -0.9180 -1.1935 -1.4132 -3.3347 -0.6493 -1.3966 -2.1105 -2.1105 -2.1608
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
361 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
362 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
363 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.0095 0.0035 0.0065 0.0087 0.0101 0.0069 0.0052 0.0055 0.0058 0.0060 0.0062 0.0064 0.0065 0.0066 0.0028 0.0054 0.0041 0.0039 0.0030 0.0033 0.0035 0.0036 0.0038 0.0038 0.0039 0.0039 0.0039 0.0032 0.0034 0.0036 0.0037 0.0038 0.0038 0.0039 0.0039 0.0019 0.0002 -0.0010 -0.0021 -0.0025 -0.0057 0.0000 63.2165 -9.4969 58.9742 -9.7241 62.0641 -9.6226 -63.2176 -58.9767 -62.0674 -0.0077
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0910 -0.0911 -0.0913 -0.0914 -0.0916 -0.0918 -0.0919 -0.0977
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000
0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 32.53 -13210.05 -1807.37 5400.65 354.62 -4551.87 -846.77 D128P 32.53 -5400.65 -354.62 -3068.77 -2344.50 -4149.19 -1322.31 D129P 32.53 1510.56 789.17 1139.77 20.38 1321.40 403.62 D130P 32.52 -415.11 -94.25 857.08 -1328.17 179.53 -577.79 D131P 32.52 864.54 -1043.70 -670.79 1242.96 59.50 61.19 D132P 32.52 -610.75 1745.86 5381.07 -9117.33 1178.16 -1820.59 D133P 32.52 -5381.07 9117.33 -8141.02 14848.12 -2423.48 4295.18 D134P 32.52 1068.85 2000.04 5031.23 9195.45 1231.78 2260.69 D135P 32.52 1068.85 -2000.04 -328.78 520.85 127.46 -254.77 D136P 32.52 328.78 -520.85 431.39 -763.09 91.67 -154.84 D137P 32.52 -431.39 763.09 -53.18 34.26 -96.48 158.75 D138P 32.52 53.18 -34.26 -224.61 728.71 -33.89 137.31 D139P 32.52 224.61 -728.71 291.71 -899.42 68.08 -214.68 D140P 32.52 -291.71 899.42 -212.84 294.69 -93.10 220.34 D141P 32.52 212.84 -294.69 -606.16 1581.47 -82.43 269.68 D142P 32.52 606.16 -1581.47 1081.96 -2477.12 195.64 -470.36 D143P -138.69 -4623.51 34175.07 -1973.30 14969.94 -3973.98 29605.43 D144P -212.47 -390.56 -2476.06 6267.07 585.93 5553.20 -1786.14 D145P -138.69 8066.48 -10615.36 4623.52 -34175.07 7621.62 -26901.16 D146P -138.69 1973.30 -14969.94 -3443.07 5944.46 -885.40 -5437.03 D147P -138.68 950.56 -6856.36 -1479.33 -1354.97 -318.54 -4946.59 D148P -138.68 591.51 -3226.90 -1095.84 -1660.57 -303.82 -2944.26 D149P -38.05 337.50 720.49 818.40 816.05 813.60 1081.52 D150P -38.05 -150.15 3479.78 4871.39 3991.59 3323.15 5258.88 D151P 14.24 523.92 327.10 388.50 133.89 906.81 458.16 D152P -0.00 500.95 -627.34 -273.12 -728.06 410.91 -2444.61 D153P -0.00 43.50 -123.03 -17.81 -94.62 46.34 -392.54 D154P -212.47 -390.56 2476.06 -2215.67 -230.18 -1231.42 1061.16 D155P 32.52 -5031.23 -9195.45 -8141.02 -14848.12 -1842.91 -3363.90 D156P 32.52 670.79 -1242.96 610.75 -1745.86 378.66 -883.11 D157P 32.52 -857.09 1328.17 -864.54 1043.70 -628.20 865.47 D158P 32.53 -1139.77 -20.38 415.11 94.25 -343.65 35.03 D159P 32.53 3068.77 2344.50 -1510.56 -789.17 900.14 898.48 D160P -138.68 3443.08 -5944.46 -104.43 1235.90 2011.23 -2836.49 D161P -138.68 104.43 -1235.90 606.25 -11051.18 428.12 -7401.85 D162P -138.68 -606.24 11051.18 -950.55 6856.36 -937.83 10787.68 D163P -138.68 1479.34 1354.97 -114.05 3075.56 822.46 2669.00
-0.0003 -0.0003 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000
-0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
-0.0080 -0.0083 -0.0084 -0.0086 -0.0086 -0.0087 -0.0087 -0.0087
Helman O. Mozo
Page
Job
365 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-138.68 -138.68 -138.68 -138.68 -38.05 -38.05 -38.05 -38.05 -38.05 14.24 14.23 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 13.11 13.11 13.11 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 -211.99 -613.80 -211.99 -211.99 -211.99 -212.00 20.16 20.16 -29.95
114.05 -3075.56 -120.89 120.90 5209.23 -591.50 1095.85 1660.57 337.25 -337.24 -2837.29 1368.11 -186.25 -1320.17 150.16 -352.22 911.85 186.26 -818.38 -816.05 352.23 -722.23 -706.28 -337.49 600.43 140.52 722.24 -388.51 -133.90 -263.54 263.53 -534.52 797.81 95.47 -468.19 -102.18 159.14 -358.72 -73.78 38.75 -256.75 -35.86 83.39 -182.37 -38.20 42.68 -67.64 22.66 -37.36 -24.10 32.03 24.01 -4.81 14.96 273.14 728.06 -95.45 102.20 404.15 -159.13 73.80 303.07 -38.73 35.88 213.47 -83.37 38.22 151.92 -43.48 17.82 94.62 -42.66 -22.64 41.67 37.37 -32.01 8.13 -23.99 -14.95 2.37 0.02 7402.26 -2377.56 -2856.69 2856.69 -232.61 1440.78 -2398.90 -601.24 -3256.45 -1573.33 -2048.41 -1351.04 -805.86 -682.26 393.57 322.75 1645.95 -5500.08 5500.08 9109.15 8268.51 -1001.25 2038.90 -5177.37 -1001.25 -2038.89 574.42 -574.42 -557.22 -629.99 629.99 787.96 2.13 -2.13 -29.63 539.55 -539.55 -740.45 -655.04 655.04 978.13 211.16 -211.16 -295.65 1011.11 -1011.11 -1757.11 -1493.76 5477.04 -18464.14 1181.11 -35.16 -1337.67 -5015.61 3559.67 6908.71 -5477.04 -1181.11 9476.56 784.35 -249.57 5155.72 -234.36 31.32 2679.95 -905.38 -52.35 543.86 532.59 110.14 547.01 5129.26 -308.70 -312.16 -244.67
-5209.23 3226.90 2837.29 -1765.33 -3479.78 1320.17 -911.85 -720.49 706.28 534.51 -88.24 -404.15 -303.07 -213.47 -151.92 -41.67 -8.13 -2.37 468.19 358.72 256.75 182.37 123.03 67.64 24.10 4.81 -0.00 232.61 -3290.08 -1477.04 -2142.41 1419.55 -9109.15 14838.81 9284.19 557.22 -787.96 29.63 740.44 -978.13 295.65 1757.11 -2640.61 -9476.56 2152.54 18464.14 -24.59 2446.19 1502.30 741.72 -1963.89 -152.61
17:07:07 03/17/10
-4.12 -4990.84 -283.50 5082.00 863.31 2709.56 621.01 -2772.66 -25.40 -3378.55 -116.81 1571.06 -328.11 -1216.22 -745.90 -1004.26 930.99 596.03 -648.04 398.15 1054.82 -618.93 -12.10 -1573.35 153.96 -1193.61 5.21 -848.09 81.51 -602.93 117.85 -197.15 -9.60 -58.13 70.29 -12.95 320.47 2157.57 -102.68 1375.92 63.24 1009.69 -85.66 713.93 -9.49 495.90 -44.80 292.65 26.57 118.63 -101.01 23.33 -26.92 4.27 2649.48 -1250.23 2105.34 -1725.77 -2819.63 -1036.19 -1187.88 -1702.31 -126.61 226.41 -1278.68 -1843.24 2467.66 4292.04 -1247.64 2286.46 -73.52 -255.19 -145.25 -162.22 125.86 162.78 106.26 140.54 -157.51 -226.60 159.84 235.04 167.65 306.29 -290.29 -509.66 4010.94 -16831.75 -4772.89 770.04 -1151.57 15238.95 -239.01 5693.96 -291.53 4579.46 -526.54 2519.43 338.03 904.88 3687.86 -997.30 -549.98 -461.91
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -613.79 13.10 13.10 13.10 13.10 13.11 -211.99 -211.99 -211.99 -211.99 -211.99 -211.99 -212.00 -212.00 20.16 20.16 20.16 20.16 20.16 -29.96 -29.96 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -743.35 -743.35 -743.37 -743.38 -743.40 -743.42 -743.43 -743.46 -743.47 -743.49 -743.51 509.76 1201.87
616.77 22.29 -35.17 5177.37 -393.57 1351.04 3256.45 -1440.78 -784.35 1121.15 2498.29 234.37 326.67 1265.26 905.39 -509.47 -55.78 -606.40 -532.58 -137.37 -2.99 244.68 -187.38 163.73 87.13 -88.68 32.72 -5.63 -164.12 -21.52 47.28 156.23 171.06 137.91 63.18 42.47 75.89 62.84 4.79 7977.69 2971.78 -2435.49 -1573.57 -917.63 221.37 4868.51 -882.41 -882.41 -607.57 655.32 -12.65 -675.22
350.51 -0.20 1337.66 -9284.19 -1419.55 2142.41 1477.04 3290.08 24.59 2912.34 -7222.63 -2446.19 3185.31 -4073.21 -1502.30 2293.06 -990.08 895.91 -741.72 136.86 -439.57 152.60 -541.66 -81.51 19.26 -4.34 1.24 0.16 0.19 0.17 134.50 -31.12 7.46 -1.55 0.52 -0.02 0.18 0.18 0.08 3012.88 760.51 475.72 2029.13 863.69 -1632.77 -8395.56 -1933.35 1933.35 570.67 -799.70 135.19 1015.36
-47.27 -134.50 1027.16 -42.45 0.02 -36.36 1693.49 -1331.79 783.54 8268.51 -14838.81 1881.20 -322.75 -1645.95 -211.65 805.86 682.26 787.03 1573.33 2048.41 2290.42 2398.90 601.24 553.48 -1121.14 -2912.34 -1147.88 -2498.28 7222.63 -829.60 249.58 -5155.72 1655.35 -326.66 -3185.31 -55.59 -1265.26 4073.21 -565.41 -31.31 -2679.95 743.35 509.48 -2293.06 852.33 171.46 2223.50 -203.62 -110.13 -547.01 -116.78 55.80 990.08 -387.56 606.42 -895.91 51.97 52.36 -543.86 -59.83 137.38 -136.86 94.60 187.39 541.65 429.42 -683.96 185.86 -866.00 -156.21 31.12 13.56 -171.04 -7.46 -151.34 -137.89 1.55 -408.65 -63.16 -0.52 -54.90 -75.87 -0.18 -146.99 -62.82 -0.18 -409.32 -4.78 -0.08 -47.43 -163.71 81.51 -209.99 -87.11 -19.26 124.66 88.70 4.34 468.50 -32.71 -1.24 189.75 -22.27 0.20 73.78 5.65 -0.16 86.78 164.14 -0.19 432.92 21.54 -0.17 152.17 0.02 0.00 8.68 -2971.78 -760.51 2917.80 1873.39 2889.98 2373.66 -3678.69 2211.56 -3048.40 -857.54 1326.67 -987.52 51.79 -847.28 -265.89 -4868.51 8395.56 -1147.74 7494.60 -14086.30 2215.76 -4705.43 -8854.77 -1128.35 607.57 -570.67 -47.34 -655.32 799.70 -152.30 12.65 -16.02 132.99 675.22 -949.56 131.00 -791.71 1296.35 -193.42
17:07:07 03/17/10
389.60 -0.32 2.77 -3375.02 -905.77 1030.69 1671.87 2247.92 -1739.61 6105.41 -7456.84 -3392.47 4372.60 -4068.17 -2286.37 2720.82 -1081.91 1327.50 -1152.68 -286.47 -405.74 689.98 -353.61 -90.88 21.28 -5.03 1.30 -0.03 0.02 0.15 389.60 -90.88 21.28 -5.03 1.30 -0.32 -0.03 0.02 0.15 1312.84 1788.38 1339.82 1363.13 5.04 1670.26 -4029.28 -2178.44 234.70 165.26 -162.41 -161.02 304.81
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P 1884.25 791.71 D503P 2039.94 -253.91 D504P 3393.14 -1121.16 D505P -454.83 5531.69 D506P -94.69 350.51 D507P -454.83 3470.47 D508P -454.82 -1055.02 D509P -454.81 -234.39 D510P -454.79 -7.33 D511P 12.15 382.14 D512P 12.14 -81.97 D513P -14.52 -433.74 D514P -0.02 335.71 D515P -0.01 43.67 D516P -94.69 350.50 D517P -743.44 4705.43 D518P -743.41 -51.79 D519P -743.39 857.55 D520P -743.37 3678.69 D521P -743.36 -1873.39 D522P -454.82 -826.15 D523P -454.81 1134.65 D524P -454.81 2539.05 D525P -454.80 238.02 D526P -454.80 355.55 D527P -454.80 1304.35 D528P -454.79 754.18 D529P -454.79 -76.23 D530P 12.14 -258.71 D531P 12.14 -279.98 D532P 12.14 -874.85 D533P 12.15 -702.92 D534P 12.15 424.39 D535P -14.51 337.90 D536P -14.51 -180.03 D537P -0.02 135.68 D538P -0.01 148.93 D539P -0.01 41.33 D540P -0.01 82.76 D541P -0.01 42.62 D542P -0.00 -37.34 D543P -0.00 24.02 D544P -0.02 210.62 D545P -0.01 117.19 D546P -0.01 69.98 D547P -0.01 36.86 D548P -0.01 37.99 D549P -0.01 17.88 D550P -0.00 -22.67 D551P -0.00 -32.00 D552P -0.00 -14.94 D670P -1152.39 -13385.40
-1231.47 412.85 2205.17 18557.53 2208.68 -7811.69 -9472.34 -5189.27 -2720.43 649.18 3276.32 -166.23 -464.35 -103.65 -2208.67 8854.77 847.28 -1326.67 -2211.56 -2889.98 -109.55 -2970.42 7191.44 2410.29 -3206.32 4067.09 1427.47 -2194.30 -1203.20 833.19 -722.76 -631.55 189.03 89.33 551.66 -427.40 -324.71 -228.51 -160.72 -50.57 -13.48 -0.66 662.34 369.34 269.57 190.69 131.39 76.40 25.70 2.84 -0.50 4150.65
253.91 -398.05 192.94 -300.69 1121.16 -2076.51 181.76 -348.67 -1714.21 3315.88 -328.60 639.84 1055.02 9472.35 3967.90 16885.47 -7096.87 363.98 -6375.19 2431.11 -5531.69 -18557.53 -1237.97 -15837.37 826.16 109.55 -137.86 -5640.24 -238.01 -2410.29 -284.58 -4578.05 -754.17 -1427.47 -458.74 -2498.73 874.86 722.76 884.77 965.67 4752.45 5284.04 3287.42 6025.39 -337.89 -89.33 -766.89 -253.99 -210.61 -662.34 225.64 -2032.11 -17.86 -76.40 46.55 -324.73 2322.34 1286.67 1262.89 -435.63 7494.60 14086.30 1706.89 3209.65 -221.37 1632.77 -80.71 732.78 917.63 -863.69 647.75 -799.24 1573.57 -2029.13 2490.77 -2011.06 2435.49 -475.72 324.72 -1944.29 -1134.65 2970.42 -1181.21 1723.42 -2539.04 -7191.44 -846.02 -6121.60 234.39 5189.27 1670.75 7458.26 -355.54 3206.32 -70.80 3383.50 -1304.34 -4067.09 -571.56 -4381.57 7.34 2720.43 790.17 4088.86 76.24 2194.30 500.25 2181.79 788.43 -2495.86 429.04 -2825.40 81.98 -3276.32 -124.39 -3153.01 258.72 1203.20 -14.96 1433.36 279.99 -833.19 -418.70 -1095.19 -382.13 -649.18 -763.74 -901.47 702.93 631.55 793.49 577.58 180.04 -551.65 514.75 -459.48 -565.72 89.81 -741.16 637.53 -117.18 -369.34 33.38 -1437.02 -69.96 -269.57 142.43 -1071.86 -36.84 -190.69 8.10 -756.06 -37.97 -131.39 80.79 -526.85 22.68 -25.70 117.78 -137.57 32.02 -2.84 -9.60 -29.42 14.96 0.50 70.30 -0.28 -135.66 427.40 135.20 1965.46 -148.91 324.71 -57.21 1251.81 -41.31 228.51 51.70 898.34 -82.74 160.72 -82.76 633.80 -43.65 103.65 -10.21 423.92 -42.60 50.58 -44.59 229.01 37.36 13.48 26.51 70.67 -24.00 0.66 -101.01 6.30 0.02 0.00 -26.91 -0.90 5799.02 -952.80 -4421.88 1863.93
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
368 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-1152.40 -1152.42 -1152.45 -1152.48 -1152.51 -1152.53 -1152.58 -1152.60 -1152.63 -1152.66 1297.74 2523.43 3731.89 3887.58 3887.57 -754.33 118.58 -754.34 -754.33 -754.30 -754.28 -64.84 -64.85 17.08 -0.05 -0.02 118.57 -1152.55 -1152.49 -1152.46 -1152.44 -1152.41 -754.32 -754.31 -754.30 -754.29 -754.29 -754.28 -754.27 -754.27 -64.85 -64.84 -64.84 -64.83 -64.83 17.09 17.09 -0.05 -0.04 -0.03 -0.03 -0.02
-5799.02 952.81 -2405.06 3822.58 -4019.20 2339.48 2961.74 503.55 2742.54 1070.95 2844.03 785.01 1724.30 2334.83 1036.58 1995.71 1121.47 1759.07 -307.59 -257.35 1680.79 810.83 421.70 169.97 4823.32 3876.63 7768.46 11656.09 3109.89 3836.24 -7768.47 -11656.10 -8202.75 -14834.13 -2862.42 -4747.68 1030.78 -1965.04 4878.40 -9035.20 1193.24 -2221.27 1030.78 1965.04 -383.04 -551.55 111.56 243.45 383.04 551.55 478.79 782.76 103.93 160.91 -478.79 -782.76 -51.14 85.07 -105.51 -138.91 51.14 147.91 -422.42 -924.20 -73.41 -153.49 422.42 1040.74 482.62 1215.89 119.33 297.55 -482.62 -1100.99 -268.65 -348.06 -138.63 -267.38 268.65 362.86 -772.11 -1936.63 -105.51 -329.83 772.11 1936.64 1392.90 3031.06 250.91 575.72 -4250.44 -34345.95 -2040.48 -14936.75 -3789.71 -29688.37 -25.59 1064.88 6500.34 -631.34 6118.52 409.69 6466.00 12463.82 4250.45 34345.95 6436.31 28113.98 2040.49 14936.74 -3443.70 -6048.96 -845.31 5354.09 974.17 6897.23 -1485.19 1294.71 -307.85 4934.90 547.83 3433.00 -993.21 1153.88 -268.30 2763.18 5.21 601.52 590.45 834.70 419.27 1010.91 250.60 594.56 5048.35 -4144.53 3729.78 -2498.72 267.30 512.86 238.14 193.21 502.34 701.72 435.59 283.33 -52.84 -107.94 690.34 316.33 35.04 -0.15 -30.46 -0.03 8.27 -0.33 -25.59 -1064.88 -2524.03 3068.50 -1204.67 946.69 -4878.40 9035.20 -8202.75 14834.13 -1830.17 3339.53 -1680.79 -810.83 -4823.32 -3876.63 -1921.78 -1385.01 -1036.58 -1995.71 307.59 257.35 -266.00 -634.31 -2742.54 -1070.95 -1724.30 -2334.83 -2118.31 -1615.12 2405.06 -3822.58 -2961.74 -503.55 -321.58 -2499.10 3443.71 6048.96 -104.38 -1298.88 2011.65 2861.49 104.39 1298.88 578.92 11029.70 411.63 7426.86 -578.91 -11029.70 -974.16 -6897.23 -935.59 -10799.36 1485.20 -1294.71 -134.51 -3058.45 813.67 -2622.38 134.52 3058.45 -170.99 5303.71 -21.97 5037.45 171.00 -5303.71 -547.82 -3433.00 -227.00 -5263.08 993.22 -1153.88 361.80 -2028.49 816.28 -1917.09 -361.79 2028.49 -320.08 3889.61 -410.77 3565.13 -137.73 -1184.83 -250.59 -594.56 -273.33 -1252.47 -533.18 988.90 137.74 1184.83 -278.34 1530.03 -590.44 -834.70 533.19 -988.90 -40.29 -1283.58 -163.58 135.45 -5.20 -601.52 -118.79 -328.06 -170.91 -548.95 163.59 -135.45 -5.15 -481.73 -238.15 -193.20 -163.95 -559.68 -399.63 -748.25 163.94 559.69 508.35 -106.29 668.15 450.62 180.05 -67.45 -133.19 25.76 84.52 -75.19 110.60 15.93 -149.29 -6.21 -69.78 17.54 -70.36 -3.52 -122.54 1.27 -347.92 -4.06 47.10 0.98 -49.63 -0.41 -4.56 1.02 5.56 0.22 -65.72 -0.20 -108.50 0.02
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
369 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00
-157.13 -18.76 52.85 133.20 149.31 122.56 49.65 30.47 65.74 58.99 3.02
0.19 0.12 107.94 -25.76 6.21 -1.27 0.41 0.03 0.20 0.16 0.06
-58.97 -3.00 -180.03 -110.58 70.38 -47.09 -35.02 -5.55 157.15 18.77 0.02
-0.16 -0.06 67.45 -15.93 3.52 -0.98 0.15 -0.22 -0.19 -0.12 -0.00
17:07:07 03/17/10
-389.76 -39.24 -229.38 40.80 396.22 136.12 26.39 44.96 402.00 140.26 5.48
0.06 0.11 316.33 -75.19 17.54 -4.06 1.02 -0.33 0.02 0.06 0.11
Helman O. Mozo
Page
Job
370 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 13 "COMBO 3-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 3-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004901 -1.586e-006 -0.006107 0.2085 0.2510 0.0704 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01084 -651.3 43.78 0.0000 0.0000 0.0000 -3.512 -658.3 52.37 D4Z13P 0.01018 188.3 -12.66 0.0000 0.0000 0.0000 0.01018 181.6 0.6772 D5Z19P 0.01114 -0.0001597 -0.001258 -0.0027 0.0203 0.0037 -6.329 -6.341 18.73 D6Z26P 0.01681 -636.4 42.78 0.0000 0.0000 0.0000 -2.516 -642.2 69.07 D7Z31P 0.01608 192.8 -12.97 0.0000 0.0000 0.0000 0.01608 187.3 18.35 D8Z26P 0.01696 0.0008112 -0.002127 -0.0018 0.0238 0.0054 -5.816 -5.832 26.28 D9Z13P 0.01192 0.0001677 -0.001253 0.0060 -0.0148 0.0041 -6.691 -6.703 13.34 D10Z31P 0.01649 0.0004353 -0.002319 0.0069 -0.0176 0.0089 -5.478 -5.494 31.32 D11Z36P 0.01587 0.0002563 -0.002429 -0.0043 0.0136 0.0089 -5.142 -5.158 36.32 D12Z45P 0.02037 0.001506 -0.003219 -0.0005 0.0212 0.0103 -4.583 -4.602 44.57 D13Z45P 0.02035 -671.1 45.11 0.0000 0.0000 0.0000 -2.363 -675.7 89.69 D14Z50P 0.01855 190.8 -12.83 0.0000 0.0000 0.0000 0.01855 186.6 37.52 D15Z55P 0.01722 0.0005638 -0.00338 -0.0020 0.1315 0.0058 -3.866 -3.883 55.28 D16Z68P 0.01205 -0.0007191 -0.001603 -0.0010 -0.2377 0.0692 3.043 -3.032 67.95 D17Z68P 0.01181 0.0005661 -0.003291 -0.0250 -0.1626 0.0304 -3.02 -3.031 67.95 D18Z55P 0.01758 -0.0007716 -0.001206 -0.0028 0.1278 0.0346 3.901 -3.884 55.28 D19Z75P 0.004047 -0.001163 -0.002338 -0.0030 -0.0035 0.0591 2.538 -2.535 75.35 D20Z75P 0.0052 0.001064 -0.002675 0.0253 -0.0943 0.0244 -2.529 -2.533 75.35 D21Z81P 0.0004531 -0.0008547 -0.003127 -0.0153 -0.0441 0.0657 2.133 -2.133 81.32 D22Z81P -5.031e-005 0.0009961 -0.001749 0.0044 -0.0136 0.0219 -2.132 -2.131 81.32 D23Z86P -0.001556 0.0004098 -0.0008432 -0.0112 -0.0102 0.0239 -1.828 -1.826 85.87 D24Z86P -0.001843 -0.0007118 -0.004019 0.0170 0.0044 0.0682 1.825 -1.827 85.87 D25Z90P -0.001799 -0.0009495 -0.004909 -0.0727 -0.0318 0.0675 1.575 -1.577 89.59 D26Z90P -0.001554 0.001342 8.804e-005 0.0322 -0.0130 0.0222 -1.578 -1.575 89.6 D27Z93P 0.0002778 -0.0001772 0.001439 -0.0621 0.1079 0.0213 -1.325 -1.325 93.34 D28Z50P 0.01861 0.0008485 -0.003324 0.0090 -0.0637 0.0169 -4.196 -4.214 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.009833 651.3 -43.78 0.0000 0.0000 0.0000 3.532 644.2 -35.19 D31Z19P 0.01163 -0.0005578 -0.0008808 -0.0011 0.0148 0.0136 6.352 -6.341 18.73 D32Z26P 0.01552 636.4 -42.79 0.0000 0.0000 0.0000 2.548 630.6 -16.5 D33Z26P 0.01555 -6.507e-005 -0.0009612 -0.0023 0.0229 0.0189 5.848 -5.833 26.28 D34Z13P 0.01165 -1.708e-005 -0.0003976 0.0082 -0.0007 0.0111 6.715 -6.703 13.34 D35Z31P 0.01613 -0.0003111 -0.0011 0.0020 -0.0009 0.0248 5.51 -5.495 31.32 D36Z36P 0.01623 -0.0005474 -0.001257 -0.0000 0.0131 0.0276 5.174 -5.159 36.32 D37Z45P 0.01957 -0.0007399 -0.001053 -0.0013 0.0216 0.0334 4.623 -4.604 44.57 D38Z45P 0.01955 671.1 -45.12 0.0000 0.0000 0.0000 2.403 666.5 -0.542 D39Z50P 0.01858 -0.0007951 -0.001124 -0.0029 -0.0516 0.0428 4.233 -4.215 50.35 D40Z113P 0.1225 -0.0001187 0.007042 -0.0085 0.4561 0.0839 -1.203 -1.325 113.3 D41Z113P 0.1225 0.0001471 -0.0127 0.0162 0.4582 0.1421 1.447 -1.325 113.2 D42Z110P 0.09664 -9.479e-005 0.006472 0.0119 0.4340 0.0735 -1.228 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
371 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09666 0.0001877 0.07264 -0.0001377 0.07264 0.0002114 0.05053 -0.0001163 0.05057 0.0001544 0.03083 -5.835e-005 0.03077 0.0001338 0.0139 3.344e-005 0.01408 -0.0001209 0.004927 0.00194 0.02117 0.002615 0.03988 0.0008407 0.06114 0.0008407 0.08427 0.0004028 0.1093 0.000299 0.1356 0.0002781 0.008454 -0.006011 0.02279 -0.0003548 0.0408 -0.002243 0.06149 -7.578e-005 0.08454 -0.0008288 0.1094 -4.69e-005 0.1358 -0.0002697 0.1507 0.0001361 0.1588 -0.0003715 0.1586 0.000572 0.1507 -2.852e-005 0.1725 0.0001817 0.1726 0.0007094 0.1871 0.0001241 0.1871 0.0004167 0.202 0.0002274 0.202 0.0004482 0.2172 0.0001577 0.2172 0.0002467 0.2328 0.0002484 0.2328 0.0002501 0.2486 0.0001997 0.2487 6.899e-005 0.2646 -0.0001339 0.2647 0.0003042 0.2988 0.0003229 0.2987 -0.000232 0.2756 -0.0001812 0.2868 0.0005192 0.2869 -0.0004361 0.2755 0.0003156 0.4459 -0.0002684 0.4459 -0.0001036 0.306 -0.0001675 0.3135 0.0003338 0.3211 -0.0002202
-0.012 0.005771 -0.01115 0.004931 -0.01013 0.003937 -0.008964 0.002783 -0.007576 0.002167 -0.008359 0.004475 -0.0107 0.006156 -0.01239 0.007297 -0.006791 0.0034 -0.009568 0.005388 -0.01161 0.006789 -0.01302 -0.01042 0.003185 -0.009118 0.004586 0.003426 -0.009426 0.003669 -0.009669 0.003849 -0.00991 0.004031 -0.01009 0.00416 -0.01027 0.004292 -0.0104 -0.01053 0.004385 0.00124 -0.007464 -0.009535 0.002319 -0.008505 0.003385 0.002125 -0.008509 -0.007633 0.001516 -0.007907
-0.0295 -0.0114 0.0417 0.0234 -0.0783 -0.0302 0.1230 0.0616 -0.2283 -0.0050 0.0193 0.0032 0.0075 -0.0012 0.0043 0.0008 0.0072 -0.0053 -0.0115 -0.0024 -0.0024 -0.0002 -0.0108 -0.0706 0.0135 -0.0401 0.0515 -0.0192 0.0136 0.0038 0.0038 -0.0020 0.0030 0.0001 0.0049 -0.0012 0.0015 -0.0006 0.0108 0.0015 -0.0033 -0.0005 -0.0189 -0.0131 0.0169 -0.0220 0.0067 0.0039 -0.0006 0.0021 0.0062 -0.0015
17:07:07 03/17/10
0.4259 0.3910 0.4065 0.3783 0.3462 0.2853 0.3494 0.3298 0.1964 0.2426 0.2953 0.3439 0.3831 0.4150 0.4470 0.4497 0.2392 0.2848 0.3386 0.3798 0.4140 0.4464 0.4586 0.4554 0.5158 0.5207 0.4485 0.5794 0.5844 0.5942 0.5915 0.6050 0.6049 0.6242 0.6237 0.6353 0.6356 0.6424 0.6403 0.6448 0.6488 0.7351 0.7409 0.6593 0.6761 0.6775 0.6409 0.8704 0.8709 0.7645 0.7824 0.8019
0.1301 0.0631 0.1182 0.0526 0.1062 0.0422 0.0943 0.0318 0.0823 0.0266 0.0883 0.0474 0.1122 0.0683 0.1361 0.0891 0.0764 0.0370 0.1003 0.0579 0.1242 0.0787 0.1481 0.1664 0.0976 0.1741 0.0954 0.0979 0.1726 0.0982 0.1710 0.0985 0.1694 0.0988 0.1678 0.0991 0.1663 0.0994 0.1647 0.1631 0.0996 0.0911 0.1732 0.1676 0.0953 0.1723 0.1000 0.0911 0.1731 0.1732 0.0911 0.1732
1.422 -1.252 1.398 -1.274 1.376 -1.294 1.356 -1.311 1.339 -1.32 1.346 -1.285 1.386 -1.241 1.434 -1.189 1.333 -1.302 1.366 -1.264 1.41 -1.216 1.461 1.052 -0.5312 0.8486 -0.751 -0.5175 0.8626 -0.5029 0.8771 -0.488 0.892 -0.4728 0.9072 -0.4572 0.9228 -0.4414 0.9387 0.9546 -0.4253 -0.05124 0.6487 0.8522 -0.1765 0.7502 -0.3012 0.09587 0.7959 0.656 -0.03654 0.6711
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.323 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -1.331 -1.325 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9015 -0.6904 -0.6894 -0.9017 -0.6898 -0.6893 -0.6899 -0.6896 -0.6898 -0.6896 -0.6898 -0.6898 -0.6898 -0.6897 -0.6898 -0.6899 -0.6901 -0.6897 -0.3497 -0.3502 -0.5768 -0.4628 -0.4638 -0.5764 -0.3503 -0.3501 -0.3502 -0.3497 -0.3502
109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
372 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
373 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
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17:07:07 03/17/10
7.6 6.352 642.2 5.847 6.715 5.508 5.172 4.619 675.7 4.229 1.448 1.422 1.398 1.376 1.356 1.339 1.346 1.387 1.435 1.334 1.366 1.41 1.461 1.053 0.8493 0.8629 0.8774 0.8921 0.9072 0.9228 0.9384 0.9544 0.6481 0.8518 0.7497 0.796 0.6554 0.6706 0.6865 0.7029 0.7196 0.7365 0.7535 0.7706 0.7875 0.6629 0.6785 0.6947 0.7112 0.728 0.745 0.7621
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Helman O. Mozo
Page
Job
374 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
375 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2327 0.2485 0.2643 0.298 0.2751 0.2863 0.446 0.3054 0.3206 0.3365 0.3529 0.3696 0.3865 0.4035 0.4206 0.4375 0.3129 0.3285 0.3447 0.3612 0.378 0.395 0.4121 0.429 -0.001649 -0.002158 -0.002163 0.000138 0.001332 0.03599 0 651.3 1000 636.4 1000 671.1 1000 651.3 636.4 671.1 0.306 0.3211 0.337 0.3533 0.3698 0.3867 0.4036 0.4206 0.4374
0.0002334 0.004147 -0.0028 0.6309 -0.1495 -0.4573 0.6902 125.1 0.0001788 0.004257 0.0054 0.6358 -0.1483 -0.4415 0.6902 126.5 0.0001056 0.00437 -0.0035 0.6390 -0.1470 -0.4257 0.6901 127.9 0.0003764 0.001284 -0.0180 0.7407 -0.1592 -0.05195 0.3504 130.9 0.0001821 0.003368 -0.0192 0.6501 -0.1524 -0.3015 0.5768 128.9 7.709e-005 0.002337 -0.0285 0.6683 -0.1578 -0.177 0.4634 129.9 -0.0002681 0.002172 0.0039 0.8755 -0.1592 0.09598 0.3497 140.9 0.00041 0.001437 0.0070 0.7685 -0.1592 -0.04463 0.3504 131.4 0.0002595 0.00168 0.0028 0.8064 -0.1592 -0.02941 0.3503 132.6 0.0002096 0.001863 0.0038 0.8392 -0.1592 -0.01348 0.3502 133.7 0.0001336 0.00199 0.0036 0.8514 -0.1592 0.002898 0.3501 134.8 6.299e-005 0.002082 0.0037 0.8684 -0.1592 0.01956 0.3501 135.9 -9.643e-006 0.00214 0.0037 0.8783 -0.1592 0.03648 0.35 137 -8.225e-005 0.002168 0.0038 0.8846 -0.1592 0.05353 0.3499 138.1 -0.0001559 0.002172 0.0038 0.8747 -0.1592 0.07056 0.3498 139.2 -0.0002306 0.002172 0.0039 0.8753 -0.1592 0.08751 0.3498 140.3 0.0003124 0.001558 0.0092 0.7864 -0.1592 -0.03711 0.3503 132 0.0002402 0.001771 0.0022 0.8232 -0.1592 -0.02151 0.3502 133.1 0.0001703 0.001925 0.0040 0.8464 -0.1592 -0.005299 0.3502 134.2 9.873e-005 0.002036 0.0036 0.8616 -0.1592 0.0112 0.3501 135.3 2.661e-005 0.002111 0.0038 0.8741 -0.1592 0.028 0.35 136.4 -4.585e-005 0.002154 0.0037 0.8811 -0.1592 0.04499 0.35 137.5 -0.0001189 0.002169 0.0038 0.8801 -0.1592 0.06209 0.3499 138.7 -0.0001931 0.002172 0.0039 0.8762 -0.1592 0.07904 0.3498 139.8 0.0003939 0.001052 -0.0401 0.0306 -0.0509 -1.441 1.44 91.63 -0.001011 -0.0001948 0.0228 0.0238 -0.0533 -1.694 1.691 87.87 0.0001135 -0.001002 -0.0123 -0.0185 -0.0513 -1.97 1.968 83.77 -0.0001741 -0.001875 0.0001 -0.0350 -0.0501 -2.316 2.316 78.59 0.0003268 -0.002383 0.0029 -0.0058 -0.0443 -2.759 2.761 71.98 0.0005059 -0.004803 -0.0059 -0.0796 -0.0429 -3.369 3.405 62.4 0 0 0.0000 0.0000 0.0000 -1.325 1.457e-011 93.33 -0.0006535 -43.79 0.0000 0.0000 0.0000 644.3 3.522 -35.2 -2.893e-005 -101.8 0.0000 0.0000 0.0000 993.3 -2.893e-005 -88.45 -0.0002475 -42.79 0.0000 0.0000 0.0000 630.6 2.533 -16.5 0.0003751 -98.86 0.0000 0.0000 0.0000 994.5 0.0003751 -67.54 1.631e-005 -45.12 0.0000 0.0000 0.0000 666.5 2.383 -0.5441 0.0008126 -102.8 0.0000 0.0000 0.0000 995.8 0.0008126 -52.42 0.0004255 -43.79 0.0000 0.0000 0.0000 644.3 -3.522 -35.2 0.0008006 -42.79 0.0000 0.0000 0.0000 630.6 -2.532 -16.5 0.001506 -45.12 0.0000 0.0000 0.0000 666.5 -2.382 -0.5443 0.0004329 0.001378 -0.0022 0.7603 0.0911 -0.044 -0.3496 131.4 0.0003479 0.001622 0.0033 0.8019 0.0911 -0.02887 -0.3497 132.6 0.0002567 0.001805 0.0032 0.8335 0.0911 -0.01302 -0.3497 133.7 0.0001713 0.001936 0.0034 0.8483 0.0911 0.00327 -0.3498 134.8 8.761e-005 0.002028 0.0035 0.8640 0.0911 0.01984 -0.3499 135.9 4.527e-006 0.002087 0.0035 0.8738 0.0911 0.03667 -0.35 137 -7.802e-005 0.002116 0.0036 0.8787 0.0911 0.05364 -0.3501 138.1 -0.0001557 0.002124 0.0038 0.8716 0.0911 0.07059 -0.3502 139.2 -0.0002311 0.002125 0.0039 0.8711 0.0911 0.08744 -0.3502 140.3
Joint Support Reactions for Load Case "COMBO 3-1":
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
376 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -112.78 0.0 0.00 0.0 61.80 0.0 0.0 128.60 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -21.79 0.0 1.38 0.0 -3.73 0.0 0.0 22.15 0.0 -0.64 0.0 -2.4 0.0 0.19 0.0 0.0 D29Z0P -39.18 0.0 15.26 0.0 175.36 0.0 0.0 180.33 0.0 0.89 0.0 -2.2 0.0 0.17 0.0 0.0 D137Z93P -0.31 0.0 -0.50 0.0 135.63 0.0 0.0 135.63 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -38.03 0.0 -14.12 0.0 159.13 0.0 0.0 164.22 0.0 -0.89 0.0 -2.4 0.0 -0.21 0.0 0.0 D212Z93P -109.43 0.0 0.00 0.0 61.75 0.0 0.0 125.65 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -21.07 0.0 -2.60 0.0 13.67 0.0 0.0 25.25 0.0 0.65 0.0 -2.6 0.0 -0.19 0.0 0.0 D287Z93P -0.31 0.0 0.58 0.0 -41.18 0.0 0.0 41.19 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 3-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.3074 0.0000 -0.8658 112.4699 -0.0000 -60.9385 0.0000 0.0000 0.0000 D1Z93P 0.6639 0.0000 -1.8622 -0.6639 -0.0000 1.8622 0.0005 -0.0000 -0.0061 D2Z0P 1.1808 0.0000 -2.8141 20.6066 -1.3802 6.5433 0.0000 0.0000 0.0000 D3Z9P 1.3084 0.0000 -2.8141 -1.3084 -0.6513 2.8578 0.0108 -651.2640 43.7822 D4Z13P 1.3317 0.0000 -2.8141 -1.3317 0.1883 2.8014 0.0102 188.3409 -12.6628 D5Z19P 6.8553 0.0000 -8.6372 -6.8553 -0.0000 8.6372 0.0111 -0.0002 -0.0013 D6Z26P 1.2786 0.0000 -2.8810 -1.2786 -0.6364 2.9238 0.0168 -636.4001 42.7831 D7Z31P 1.2833 0.0000 -2.8810 -1.2833 0.1928 2.8681 0.0161 192.8239 -12.9652 D8Z26P 5.5875 0.0000 -5.8231 -5.5874 0.0000 5.8231 0.0170 0.0008 -0.0021 D9Z13P 2.4609 0.0000 -4.3117 -2.4609 0.0000 4.3117 0.0119 0.0002 -0.0013 D10Z31P 8.1885 0.0000 -7.6810 -8.1884 0.0000 7.6810 0.0165 0.0004 -0.0023 D11Z36P 3.5688 0.0000 -6.1519 -3.5688 0.0000 6.1519 0.0159 0.0003 -0.0024 D12Z45P 1.3482 0.0000 -2.8509 -1.3482 0.0000 2.8509 0.0204 0.0015 -0.0032 D13Z45P 1.3482 0.0000 -2.8509 -1.3482 -0.6711 2.8960 0.0203 -671.0567 45.1126 D14Z50P 1.3440 0.0000 -2.8509 -1.3439 0.1908 2.8380 0.0185 190.8036 -12.8300 D15Z55P 3.1944 0.0000 -6.8412 -3.1943 0.0000 6.8412 0.0172 0.0006 -0.0034 D16Z68P 6.3410 0.0000 -6.3306 -6.3410 -0.0000 6.3306 0.0120 -0.0007 -0.0016 D17Z68P 6.3410 0.0000 -6.3306 -6.3410 0.0000 6.3306 0.0118 0.0006 -0.0033 D18Z55P 6.8046 0.0000 -7.2972 -6.8046 -0.0000 7.2972 0.0176 -0.0008 -0.0012 D19Z75P 1.4937 0.0000 -3.4757 -1.4937 -0.0000 3.4757 0.0040 -0.0012 -0.0023 D20Z75P 5.3106 0.0000 -3.9317 -5.3106 0.0000 3.9316 0.0052 0.0011 -0.0027 D21Z81P 1.1367 0.0000 -2.8153 -1.1367 -0.0000 2.8153 0.0005 -0.0009 -0.0031 D22Z81P 1.1367 0.0000 -2.8153 -1.1367 0.0000 2.8153 -0.0001 0.0010 -0.0017 D23Z86P 0.8535 0.0000 -2.2294 -0.8535 0.0000 2.2294 -0.0016 0.0004 -0.0008 D24Z86P 0.8535 0.0000 -2.2294 -0.8535 -0.0000 2.2294 -0.0018 -0.0007 -0.0040 D25Z90P 0.7315 0.0000 -2.0018 -0.7315 -0.0000 2.0018 -0.0018 -0.0009 -0.0049 D26Z90P 0.7315 0.0000 -2.0018 -0.7315 0.0000 2.0018 -0.0016 0.0013 0.0001 D27Z93P 0.6639 0.0000 -1.8622 -0.6639 -0.0000 1.8622 0.0003 -0.0002 0.0014 D28Z50P 1.3440 0.0000 -2.8509 -1.3439 0.0000 2.8509 0.0186 0.0008 -0.0033 D29Z0P 1.1808 0.0000 -2.8141 38.0037 -15.2639 -172.5451 0.0000 0.0000 0.0000 D30Z9P 1.3084 0.0000 -2.8141 -1.3084 0.6513 2.7703 0.0098 651.2650 -43.7835 D31Z19P 2.6139 0.0000 -5.6951 -2.6139 -0.0000 5.6951 0.0116 -0.0006 -0.0009
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
377 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
1.2786 1.2786 1.3317 1.2833 2.6316 1.3482 1.3482 1.3440 0.4324 0.4324 0.4050 0.4050 0.3974 0.3974 0.3770 0.3770 0.3475 0.3475 0.3109 0.3109 0.3087 0.6571 0.7230 1.8567 0.8020 0.8363 0.8556 0.3087 0.6571 0.7230 1.8567 0.8020 0.8363 0.8556 0.4277 0.6603 0.6603 0.4277 0.4625 0.4625 2.5285 2.5285 0.5012 0.5012 0.5161 0.5161 2.6681 2.6681 0.5547 0.5547 0.4981 0.4981
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-2.8810 -2.8810 -2.8141 -2.8810 -5.7319 -2.8509 -2.8509 -2.8509 -0.9287 -0.9287 -0.9287 -0.9287 -0.9916 -0.9916 -0.9916 -0.9916 -0.9287 -0.9287 -0.8658 -0.8658 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.9283 -1.5270 -1.5270 -0.9283 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441
-1.2786 -1.2786 -1.3317 -1.2833 -2.6316 -1.3482 -1.3482 -1.3439 -0.4323 -0.4323 -0.4049 -0.4049 -0.3973 -0.3973 -0.3769 -0.3769 -0.3475 -0.3475 -0.3109 -0.3109 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.4276 -0.6601 -0.6601 -0.4276 -0.4623 -0.4623 -2.5283 -2.5283 -0.5010 -0.5010 -0.5159 -0.5159 -2.6679 -2.6679 -0.5544 -0.5544 -0.4978 -0.4978
17:07:07 03/17/10
0.6364 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.6711 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000
2.8383 2.8810 2.8141 2.8810 5.7319 2.8509 2.8057 2.8509 0.9287 0.9287 0.9287 0.9287 0.9916 0.9916 0.9916 0.9916 0.9287 0.9287 0.8658 0.8658 0.8658 1.7945 1.9204 3.5672 1.9204 1.8575 1.8570 0.8658 1.7945 1.9203 3.5673 1.9203 1.8575 1.8570 0.9282 1.5270 1.5270 0.9283 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4941 1.1261 1.1261 0.8441 0.8441
0.0155 0.0155 0.0116 0.0161 0.0162 0.0196 0.0195 0.0186 0.1225 0.1225 0.0966 0.0967 0.0726 0.0726 0.0505 0.0506 0.0308 0.0308 0.0139 0.0141 0.0049 0.0212 0.0399 0.0611 0.0843 0.1093 0.1356 0.0085 0.0228 0.0408 0.0615 0.0845 0.1094 0.1358 0.1507 0.1588 0.1586 0.1507 0.1725 0.1726 0.1871 0.1871 0.2020 0.2020 0.2172 0.2172 0.2328 0.2328 0.2486 0.2487 0.2646 0.2647
636.4011 -0.0001 -0.0000 -0.0003 -0.0005 -0.0007 671.0575 -0.0008 -0.0001 0.0001 -0.0001 0.0002 -0.0001 0.0002 -0.0001 0.0002 -0.0001 0.0001 0.0000 -0.0001 0.0019 0.0026 0.0008 0.0008 0.0004 0.0003 0.0003 -0.0060 -0.0004 -0.0022 -0.0001 -0.0008 -0.0000 -0.0003 0.0001 -0.0004 0.0006 -0.0000 0.0002 0.0007 0.0001 0.0004 0.0002 0.0004 0.0002 0.0002 0.0002 0.0003 0.0002 0.0001 -0.0001 0.0003
-42.7866 -0.0010 -0.0004 -0.0011 -0.0013 -0.0011 -45.1170 -0.0011 0.0070 -0.0127 0.0065 -0.0120 0.0058 -0.0112 0.0049 -0.0101 0.0039 -0.0090 0.0028 -0.0076 0.0022 -0.0084 0.0045 -0.0107 0.0062 -0.0124 0.0073 -0.0068 0.0034 -0.0096 0.0054 -0.0116 0.0068 -0.0130 -0.0104 0.0032 -0.0091 0.0046 0.0034 -0.0094 0.0037 -0.0097 0.0038 -0.0099 0.0040 -0.0101 0.0042 -0.0103 0.0043 -0.0104 -0.0105 0.0044
Helman O. Mozo
Page
Job
378 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.3073 0.3073 0.2130 0.2174 0.2174 0.2130 0.1147 0.1147 0.0865 0.1753 0.0888 0.1798 0.0911 2.3481 0.0934 0.1893 0.0959 0.1943 0.0984 0.1993 0.1009 2.4832 0.1036 0.2167 0.1133 0.3562 2.8141 2.8981 0.6645 4.6243 5.4959 1.3084 1.3084 0.1753 0.1798 2.3481 0.1893 0.1943 0.1993 2.4832 0.2167 0.3562 0.3764 0.4802 0.6645 0.8361 5.4959 0.3074 0.6639 1.3084 1.3317 1.2786
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.3968 -0.3968 -0.2811 -0.2811 -0.2811 -0.2811 -0.1239 -0.1239 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2396 -0.1239 -0.9964 -1.4615 -1.6800 -1.5914 -2.3403 -4.4463 -2.8141 -2.8141 -0.2314 -0.2314 -1.4698 -0.2314 -0.2314 -0.2314 -1.4698 -0.2396 -0.9964 -1.0055 -1.2240 -1.5914 -1.8843 -4.4463 -0.8658 -1.8622 -2.8141 -2.8141 -2.8810
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
379 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
381 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
382 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0888 0.0911 0.0934 0.0959 0.0984 0.1009 0.1036 0.1133
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
-0.0884 -0.0907 -0.0931 -0.0955 -0.0980 -0.1005 -0.1032 -0.1128
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 39.40 -12856.85 1512.50 5374.95 -239.70 -4360.98 741.88 D128P 39.39 -5374.95 239.70 -3207.48 1788.76 -4204.56 993.74 D129P 39.39 1308.83 -811.42 1231.62 212.90 1266.61 -298.41 D130P 39.39 -475.95 -5.25 140.73 598.78 -136.17 241.09 D131P 39.39 499.73 600.93 -228.06 -496.41 83.43 32.10 D132P 39.39 -468.36 -1142.88 2962.52 5497.92 616.00 1075.60 D133P 39.38 -2962.52 -5497.92 -4767.13 -9193.94 -1385.34 -2633.13 D134P 39.38 660.77 -1248.80 2954.27 -5709.05 729.98 -1404.99 D135P 39.38 660.77 1248.80 -153.03 -286.66 87.45 165.71 D136P 39.38 153.03 286.66 207.94 419.29 43.53 85.13 D137P 39.38 -207.93 -419.29 -57.90 -37.04 -52.93 -90.86 D138P 39.38 57.90 37.04 -185.07 -662.48 -25.14 -123.66 D139P 39.38 185.07 662.48 241.45 800.50 56.24 192.90 D140P 39.38 -241.45 -800.50 -168.19 -246.58 -75.59 -193.21 D141P 39.38 168.19 246.58 -496.99 -1417.74 -68.91 -245.45 D142P 39.38 496.99 1417.74 919.95 2189.67 164.21 418.07 D143P 182.38 -20976.07 9263.85 -8272.14 4782.37 -17619.40 8461.58 D144P 690.24 69.84 1027.60 5804.14 -2493.73 5550.80 -1385.47 D145P 182.38 10153.23 -8029.11 20976.07 -9263.85 18696.27 -10386.16 D146P 182.38 8272.14 -4782.38 -5082.98 5579.31 1921.18 480.08 D147P 182.39 4164.56 -2022.46 -467.00 1843.87 2227.45 -107.59 D148P 182.40 2290.62 -1089.83 469.19 1124.26 1662.54 20.74 D149P -43.34 -370.02 -224.42 -524.77 938.38 -629.82 502.53 D150P -43.36 -196.16 -273.34 2274.76 5933.53 1463.07 3984.04 D151P 34.33 208.78 484.81 208.51 168.90 414.73 649.69 D152P -0.05 199.91 -505.28 -74.20 184.73 226.73 -578.15 D153P -0.02 -0.19 -72.18 0.00 53.77 -0.34 -33.21 D154P 690.24 69.84 -1027.59 -1814.86 1695.60 -824.51 315.63 D155P 39.38 -2954.27 5709.06 -4767.13 9193.94 -1080.29 2085.06 D156P 39.39 228.06 496.41 468.36 1142.88 205.77 484.36 D157P 39.39 -140.73 -598.78 -499.73 -600.93 -233.70 -437.76 D158P 39.39 -1231.62 -212.90 475.95 5.25 -358.36 -98.47 D159P 39.39 3207.48 -1788.76 -1308.83 811.42 1096.81 -564.58 D160P 182.39 5082.98 -5579.31 -514.45 92.73 2752.13 -3305.17 D161P 182.39 514.45 -92.73 7770.65 -1229.88 4991.02 -796.75 D162P 182.39 -7770.65 1229.87 -4164.56 2022.46 -7189.89 1959.23 D163P 182.39 467.00 -1843.88 -1375.33 616.61 -547.18 -739.32
0.3211 0.3370 0.3533 0.3698 0.3867 0.4036 0.4206 0.4374
0.0003 0.0003 0.0002 0.0001 0.0000 -0.0001 -0.0002 -0.0002
0.0016 0.0018 0.0019 0.0020 0.0021 0.0021 0.0021 0.0021
Helman O. Mozo
Page
Job
383 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
182.40 1375.33 182.40 -3752.02 182.40 -469.19 182.40 1112.89 -43.35 647.15 -43.35 -610.50 -43.35 524.77 -43.34 -59.57 -43.34 489.93 34.33 -208.52 34.34 160.76 -0.05 -51.51 -0.04 13.00 -0.04 -3.04 -0.03 0.92 -0.02 0.18 -0.01 0.21 -0.01 0.11 -0.05 74.20 -0.05 -19.25 -0.04 4.98 -0.03 -1.06 -0.03 0.36 -0.02 -0.00 -0.02 0.20 -0.01 0.16 -0.00 0.06 -7.18 -12499.49 -7.18 -5439.61 -7.18 2189.06 -7.18 664.56 -7.18 272.38 -7.18 -492.08 -7.18 -3385.57 -7.18 761.75 -7.18 761.75 -7.18 8.37 -7.18 -82.53 -7.18 28.17 -7.18 140.80 -7.18 -209.79 -7.18 173.74 -7.18 608.44 -162.92 20954.65 -348.96 -311.89 -162.92 -9996.50 -162.92 -8271.82 -162.93 -4152.87 -162.93 -2227.93 -11.76 -463.98 -11.75 -2074.43 -2.24 460.47
-616.62 3752.02 -158.65 -2290.62 -1124.27 -1112.88 -43.47 2571.36 -421.11 196.16 -888.27 -647.15 -938.37 610.50 -236.11 370.02 -194.66 59.57 -168.89 -160.77 460.04 498.64 -322.96 19.25 -232.51 -4.98 35.51 1.06 -107.97 -0.36 -25.13 -0.20 216.42 -0.16 24.96 -0.06 -184.74 51.51 -257.82 -13.00 -237.99 3.04 -187.87 -0.92 -91.35 0.19 -53.78 -0.18 -78.33 -0.21 -66.05 -0.11 -1.89 -0.00 -1645.76 5439.61 0.55 -2640.71 -159.37 2030.03 -1213.00 820.35 -321.86 -538.11 1101.78 3385.57 5963.20 -5231.28 1358.82 3268.64 -1358.82 -8.37 -108.13 82.53 246.59 -28.17 3.48 -140.80 -564.51 209.79 737.98 -173.74 -265.92 -608.44 -1513.49 1036.30 9292.22 8271.82 -1906.75 5907.54 -7680.45 -20954.65 -4766.68 5060.92 -2009.72 449.08 -1083.78 -628.40 152.57 -539.03 -1061.44 -3333.14 59.98 342.09
158.64 3088.77 -275.89 1089.82 -3640.15 560.95 43.46 -953.06 -651.09 4.75 2219.43 -23.32 273.35 593.58 -104.00 421.12 -885.23 -328.81 888.28 799.09 -35.25 224.44 218.52 -8.22 236.13 386.78 29.19 -460.03 -367.03 -625.05 -213.17 655.35 245.35 257.81 -58.18 -117.51 237.97 14.47 9.86 187.86 -3.57 402.86 91.33 1.00 -30.00 78.32 -0.02 95.93 66.04 0.09 509.45 1.87 0.10 48.40 322.94 226.73 249.27 232.49 -58.18 -45.68 -35.52 14.47 -493.30 107.95 -3.57 -144.14 72.17 1.00 -34.60 25.12 -0.34 -51.70 -216.44 -0.02 -531.65 -24.98 0.09 -164.19 -0.02 0.10 -3.43 -0.55 -4115.00 -959.59 -2473.38 -3958.57 -1211.45 -781.35 2103.55 -469.02 -1503.52 603.17 -1103.46 960.77 -81.60 196.20 -5963.19 714.63 -1200.66 9643.66 -1544.34 2797.12 6010.87 813.85 1488.15 108.13 129.76 -215.41 -246.59 10.96 -42.78 -3.48 -22.04 48.40 564.51 -22.27 112.30 -737.98 46.23 -171.74 265.92 -70.77 185.25 1513.49 -91.10 261.47 -2298.88 190.61 -441.82 4766.68 17606.31 8469.21 1141.69 5287.79 -722.97 -9292.22 -18589.28 -10193.80 5579.34 -1934.28 489.55 1835.10 -2231.20 -105.19 1113.36 -1720.68 17.82 1208.60 -705.99 958.09 5021.40 -3806.23 2787.30 66.59 797.64 125.79
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
384 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -348.95 -7.18 -7.18 -7.18 -7.18 -7.18 -162.92 -162.93 -162.93 -162.93 -162.93 -162.93 -162.93 -162.93 -11.75 -11.76 -11.76 -11.76 -11.76 -2.24 -2.24 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -30.51 -30.51 -30.51 -30.51 -30.51 -30.50 -30.50 -30.50 -30.50 -30.50 -30.50 -30.50 -30.50
-504.28 -74.65 -311.89 -3268.64 538.11 -820.35 -2030.03 2640.71 -5060.92 -500.69 7776.11 -449.08 -1383.27 3718.22 628.40 -1346.43 941.60 -642.86 539.03 431.30 -283.99 -342.10 241.41 -286.05 -211.80 -153.81 -109.75 -42.59 -16.77 -4.01 418.33 241.60 181.16 129.08 91.68 58.14 28.20 7.50 1.87 5012.68 1838.44 -1529.05 -867.30 -558.97 150.78 3564.92 -628.77 -628.77 -301.54 342.15 73.43 -605.20
-524.45 -78.41 1906.74 -6010.87 -960.77 1503.52 781.35 2473.38 -5579.34 -62.16 1261.92 -1835.11 -601.91 -145.39 -1113.36 -192.48 -377.30 -688.76 -1208.59 -940.37 367.23 -66.60 -457.94 -283.87 -261.98 -93.61 -141.69 -64.17 65.08 -25.34 -380.26 -248.40 -152.64 -91.84 -83.57 -44.12 28.33 48.47 18.61 -1612.89 -31.15 -164.07 -1189.90 -342.97 1125.80 5950.56 1361.24 -1361.24 -122.84 286.16 37.28 -691.59
-418.33 -58.14 -2069.60 -5231.28 492.08 -272.39 -664.56 -2189.06 500.68 -7776.11 4152.87 1383.27 -3718.22 2227.93 1346.43 -1945.06 2074.43 -941.60 642.86 463.98 -431.30 -241.42 727.41 -241.60 -181.16 -129.08 -91.68 -28.20 -7.50 -1.87 286.05 211.80 153.81 109.75 74.65 42.59 16.77 4.01 -0.00 -1838.44 1233.86 -2379.63 -755.69 107.39 -3564.92 5323.78 -3337.54 301.54 -342.15 -73.43 605.20 -668.05
380.24 44.11 -607.22 -9643.66 -1101.78 321.86 1213.00 159.37 62.15 -1261.93 2009.71 601.90 145.38 1083.77 192.47 -981.81 1061.45 377.31 688.77 -152.56 940.38 457.93 14.07 248.39 152.62 91.83 83.55 -28.35 -48.49 -18.62 283.85 261.96 93.60 141.67 78.39 64.15 -65.10 25.32 -0.02 31.14 -2364.87 -896.93 -1418.65 906.10 -5950.55 9664.13 6026.64 122.84 -286.16 -37.28 691.59 -836.94
17:07:07 03/17/10
-1664.03 -239.49 -1125.23 -1189.21 304.39 -398.73 -1277.85 260.91 -2747.13 -4986.02 7186.14 562.76 -3073.19 3582.01 1189.66 -1982.83 2122.90 -1115.26 831.90 630.16 -503.47 -579.93 962.87 -951.67 -708.75 -510.22 -363.30 -127.67 -43.77 -10.61 1270.42 817.77 604.15 430.76 299.99 181.67 81.10 20.77 3.38 1850.17 1505.13 -1948.78 -659.26 -138.67 -843.22 1593.07 -800.91 -56.36 -77.63 53.50 134.18 -167.89
-260.09 -61.87 614.01 -2190.20 -609.42 666.06 945.78 1520.88 -3323.61 -797.64 1970.86 -742.90 -275.02 565.29 -554.75 -707.40 481.55 -219.22 -365.89 -769.28 920.39 388.93 -441.13 -63.99 -197.23 -3.22 -104.85 -166.86 29.94 -79.28 -173.88 24.46 -106.49 89.87 -9.33 36.13 -66.31 133.09 33.53 -921.95 -1173.82 -528.99 -1059.60 172.93 -1191.61 2798.52 1491.83 -213.29 -49.32 49.55 144.11 -201.55
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-30.50 -30.50 -30.50 -183.04 -655.32 -183.04 -183.04 -183.05 -183.05 34.73 34.74 -37.47 0.05 0.02 -655.32 -30.50 -30.50 -30.51 -30.51 -30.51 -183.04 -183.04 -183.05 -183.05 -183.05 -183.05 -183.06 -183.06 34.74 34.74 34.74 34.73 34.73 -37.47 -37.47 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00 13.14
668.05 836.94 -194.45 -309.47 -988.77 -1532.79 -7718.80 -11576.31 -143.34 -1079.51 4677.83 -2411.18 4114.79 2499.54 2564.45 251.44 1531.87 -250.86 -312.71 -326.06 -182.22 -692.18 -218.89 -450.19 237.50 -570.66 -0.23 -46.94 -143.34 1079.51 3337.54 -6026.64 -107.39 -906.10 755.69 1418.65 2379.63 896.93 -1233.86 2364.87 -532.52 2297.01 1847.98 -2285.65 -3672.02 -3828.76 -1185.85 -366.07 1657.16 -773.39 -2241.85 -1723.12 -792.31 -1031.53 1200.91 164.59 546.93 -264.39 -523.09 -1011.05 442.34 -834.49 -65.10 -148.10 473.26 -163.70 195.51 163.13 -150.16 -457.53 -60.48 -278.53 15.28 -186.01 -3.63 72.19 1.10 -79.58 0.17 -2.94 0.21 230.02 0.14 29.93 88.51 -241.65 -22.60 -304.49 5.83 -282.07 -1.27 -217.67 0.43 -118.15 -0.03 -77.50 0.19 -99.05 0.17 -72.54 0.07 -5.16 5029.01 1542.83
194.45 988.77 -1409.89 -4114.79 -4890.03 7718.80 532.52 1185.85 792.31 -442.34 1736.33 -195.51 -88.51 0.03 1232.42 5323.78 -150.78 558.97 867.30 1529.05 -1847.98 3672.02 -2564.45 -1657.16 2241.85 -1531.87 -1200.91 2070.66 182.22 -546.93 523.09 312.71 65.10 150.17 -571.45 22.60 -5.83 1.27 -0.43 -0.19 -0.17 -0.07 60.48 -15.28 3.63 -1.10 0.23 -0.17 -0.21 -0.14 0.00 -1918.06
309.47 1532.79 -2337.74 -2499.55 2344.89 11576.31 -2297.02 366.06 1031.52 834.50 5179.23 -163.14 241.63 77.48 -1574.89 -9664.13 -1125.80 342.97 1189.90 164.07 2285.64 3828.76 -251.44 773.39 1723.11 250.85 -164.60 327.75 692.19 264.40 1011.06 326.07 148.11 457.52 232.57 304.47 282.05 217.65 118.14 99.03 72.52 5.14 278.52 185.99 -72.21 79.56 46.92 2.93 -230.03 -29.94 -0.02 135.53
17:07:07 03/17/10
159.15 166.47 -277.98 -7128.67 -4756.45 7445.42 2799.58 2259.22 1400.10 -531.46 1093.89 -411.85 268.72 -0.36 514.58 1211.79 -76.28 479.71 1539.79 170.52 -1434.04 3325.30 -3756.91 -1712.66 2348.80 -2273.32 -1200.73 1970.83 513.23 -753.16 679.54 174.29 378.94 343.56 -717.17 -68.32 17.06 -4.26 1.19 -0.04 0.06 0.12 268.72 -68.32 17.06 -4.26 1.19 -0.35 -0.04 0.06 0.12 1813.28
211.54 256.38 -448.56 -8479.43 1195.76 5504.58 122.00 371.99 470.28 357.88 3158.30 -609.56 -593.44 55.10 -234.07 -2195.27 -600.37 642.80 989.64 1460.91 2760.64 929.58 -2457.95 245.37 572.12 -886.91 -720.56 296.59 301.12 -525.55 124.29 125.27 -10.97 616.84 -223.57 46.78 173.22 522.76 69.54 173.31 545.66 63.25 66.51 -213.71 -638.97 -249.08 -128.47 -134.50 -593.53 -184.83 -9.33 978.26
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 159.12 380.83 159.12 159.12 159.12 159.12 8.08 8.07 2.39 -0.03 -0.01 380.82 13.14 13.14 13.14 13.14 13.14 159.12 159.12 159.12 159.12 159.12 159.12 159.13 159.13 8.08 8.08 8.08 8.08 8.09 2.39 2.39 -0.03 -0.02 -0.02 -0.02 -0.01
1918.06 -135.53 -1498.57 177.51 -1048.76 1365.98 33.01 -306.00 -3287.63 2346.06 5064.59 -7519.04 -577.66 -1300.60 -577.66 1300.60 -453.27 308.31 482.14 -474.77 53.23 -12.80 -680.52 816.63 702.17 -884.03 -190.85 286.43 -834.41 1379.88 7714.21 -11597.46 193.30 1888.93 -4641.21 -2470.88 -4124.52 2465.21 -2571.54 229.81 -1510.95 -261.19 -395.87 237.27 -1878.50 -952.31 -383.14 -35.98 -381.36 -402.88 -58.01 -78.49 193.29 -1888.92 3215.20 5890.83 1497.59 -474.59 495.12 -1451.81 2265.93 -541.63 -1078.94 -2646.49 517.64 2246.44 -1860.64 -2299.69 3661.59 -3835.40 1182.11 -387.35 -1669.92 -783.71 2220.07 -1729.86 855.91 -1033.37 -1302.40 11.43 820.19 -491.56 -552.96 -560.35 455.31 -1315.46 369.90 -925.41 -246.08 295.78 292.64 58.30 -165.89 462.29 -249.52 -310.56 -182.05 -255.56 -129.45 -95.11 -91.03 -141.42 -28.04 -64.06
1078.94 -2265.93 -495.12 -1497.59 -5064.58 5374.74 -3215.20 453.27 -482.14 -53.23 680.52 -702.17 190.85 834.41 -1249.09 4124.53 -6103.01 -7714.21 -517.64 -1182.11 -855.91 -455.31 -3382.87 -292.63 -359.74 -42.52 1744.65 5374.74 3287.63 -33.01 1048.76 1498.56 1860.64 -3661.59 2571.54 1669.92 -2220.07 1510.95 1302.40 -1804.08 1878.50 -820.19 552.96 395.87 -369.90 165.89 -554.53 -210.45 -152.65 -108.96 -74.03 -15.04
2646.49 541.63 1451.81 474.59 7519.04 -9686.14 -5890.83 -308.31 474.77 12.80 -816.63 884.03 -286.43 -1379.88 2168.71 -2465.21 -1262.75 11597.46 -2246.45 387.34 1033.36 1315.48 5248.09 -58.29 332.80 44.09 728.74 9686.13 -2346.06 306.00 -1365.98 -177.51 2299.68 3835.40 -229.82 783.70 1729.85 261.18 -11.44 -663.24 952.32 491.57 560.36 -237.26 925.42 -462.29 -15.02 258.52 150.17 92.44 83.46 -28.40
17:07:07 03/17/10
1468.24 -1876.89 -627.12 -449.76 -2062.81 1870.97 -765.89 -21.42 -112.81 85.40 145.08 -182.32 164.78 134.88 -241.46 7131.77 -5584.57 -7420.67 -2796.48 -2261.24 -1425.82 -599.12 -3703.33 -671.62 -1336.65 -181.31 915.66 1201.81 1413.90 168.62 1571.92 242.41 1432.70 -3326.64 3754.89 1718.09 -2343.37 2247.61 1300.19 -1871.37 1899.53 -966.52 709.69 539.01 -433.57 455.72 -715.99 -829.61 -603.66 -429.99 -297.70 -77.71
1230.13 358.55 1144.59 51.77 2436.46 -3083.58 -1452.16 170.91 94.44 -91.98 -163.99 224.24 -215.98 -229.17 411.25 -8471.49 591.72 5481.43 131.78 371.78 465.16 1092.93 3023.68 -93.69 -126.39 -62.05 -548.18 2179.35 -833.42 -418.09 -904.65 -1631.36 2738.63 925.13 -2448.93 238.77 569.96 -884.75 -629.40 -392.66 324.32 -48.42 -531.50 -818.37 859.57 -401.51 444.53 -93.85 -190.08 -4.82 -104.53 -166.75
Helman O. Mozo
Page
Job
387 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00
-7.81 -0.70 359.74 210.45 152.65 108.96 74.03 42.52 15.04 2.75 -0.17
65.08 -25.40 -332.82 -258.54 -150.18 -92.46 -83.48 -44.11 28.38 48.43 18.57
-2.75 0.17 249.52 182.05 129.45 91.03 58.01 28.04 7.81 0.70 0.00
-48.45 -18.59 310.54 255.54 95.10 141.40 78.48 64.04 -65.09 25.39 -0.02
17:07:07 03/17/10
-19.06 -0.95 1098.87 707.91 508.79 360.70 238.14 127.27 41.22 6.23 -0.30
29.99 -79.34 -40.18 -5.40 -99.34 88.28 -9.01 35.95 -66.21 133.15 33.47
Helman O. Mozo
Page
Job
388 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 14 "COMBO 4-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 4-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004627 2.08e-005 -0.00552 0.1899 0.2326 0.0703 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01066 -651.3 43.78 0.0000 0.0000 0.0000 -3.512 -658.3 52.37 D4Z13P 0.01013 141.3 -9.497 0.0000 0.0000 0.0000 0.01013 134.6 3.843 D5Z19P 0.01119 -7.063e-005 -0.0009748 -0.0023 0.0200 0.0035 -6.329 -6.34 18.73 D6Z26P 0.01668 -636.4 42.78 0.0000 0.0000 0.0000 -2.516 -642.2 69.07 D7Z31P 0.01605 144.6 -9.724 0.0000 0.0000 0.0000 0.01605 139.1 21.6 D8Z26P 0.01683 0.0007098 -0.001726 -0.0014 0.0234 0.0051 -5.816 -5.832 26.28 D9Z13P 0.01185 0.0001457 -0.001033 0.0041 -0.0128 0.0039 -6.691 -6.703 13.34 D10Z31P 0.01645 0.0004128 -0.001875 0.0056 -0.0162 0.0085 -5.478 -5.494 31.32 D11Z36P 0.01589 0.000287 -0.001951 -0.0040 0.0134 0.0084 -5.142 -5.158 36.32 D12Z45P 0.02029 0.001415 -0.002675 -0.0005 0.0213 0.0097 -4.583 -4.602 44.57 D13Z45P 0.02026 -671.1 45.11 0.0000 0.0000 0.0000 -2.363 -675.7 89.69 D14Z50P 0.01856 143.1 -9.623 0.0000 0.0000 0.0000 0.01856 138.9 40.73 D15Z55P 0.01726 0.0005842 -0.0028 -0.0019 0.1314 0.0051 -3.866 -3.883 55.28 D16Z68P 0.01207 -0.0007061 -0.0009949 -0.0007 -0.2374 0.0692 3.043 -3.032 67.95 D17Z68P 0.01184 0.000567 -0.002678 -0.0245 -0.1632 0.0296 -3.019 -3.031 67.95 D18Z55P 0.01757 -0.000741 -0.000638 -0.0027 0.1280 0.0345 3.901 -3.884 55.28 D19Z75P 0.004055 -0.001144 -0.001722 -0.0028 -0.0033 0.0591 2.538 -2.535 75.35 D20Z75P 0.005231 0.001075 -0.002057 0.0252 -0.0944 0.0234 -2.529 -2.533 75.35 D21Z81P 0.0005055 -0.0008846 -0.002507 -0.0158 -0.0447 0.0657 2.133 -2.133 81.32 D22Z81P -7.217e-005 0.0009601 -0.001129 0.0040 -0.0134 0.0209 -2.133 -2.131 81.32 D23Z86P -0.001506 0.0004484 -0.0002391 -0.0120 -0.0097 0.0229 -1.828 -1.826 85.87 D24Z86P -0.001871 -0.000669 -0.003415 0.0163 0.0037 0.0682 1.825 -1.827 85.87 D25Z90P -0.001733 -0.001004 -0.004301 -0.0677 -0.0271 0.0675 1.575 -1.577 89.59 D26Z90P -0.001607 0.001285 0.0006958 0.0371 -0.0180 0.0211 -1.578 -1.575 89.6 D27Z93P 0.0003063 -0.0001549 0.002024 -0.0807 0.1261 0.0202 -1.325 -1.325 93.34 D28Z50P 0.01862 0.0008401 -0.00276 0.0082 -0.0628 0.0162 -4.196 -4.214 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.009909 651.3 -43.78 0.0000 0.0000 0.0000 3.532 644.2 -35.19 D31Z19P 0.0115 -0.0004702 -0.0006265 -0.0007 0.0152 0.0136 6.352 -6.341 18.73 D32Z26P 0.01556 636.4 -42.79 0.0000 0.0000 0.0000 2.548 630.6 -16.5 D33Z26P 0.01559 -0.0001432 -0.0005997 -0.0019 0.0233 0.0189 5.848 -5.833 26.28 D34Z13P 0.01162 -3.523e-005 -0.0002025 0.0065 -0.0024 0.0111 6.715 -6.703 13.34 D35Z31P 0.01611 -0.000319 -0.0006934 0.0009 -0.0019 0.0247 5.51 -5.495 31.32 D36Z36P 0.01617 -0.0005069 -0.0008101 0.0004 0.0136 0.0276 5.174 -5.159 36.32 D37Z45P 0.01967 -0.0008327 -0.0005299 -0.0013 0.0217 0.0334 4.623 -4.604 44.57 D38Z45P 0.01964 671.1 -45.12 0.0000 0.0000 0.0000 2.403 666.5 -0.5415 D39Z50P 0.0186 -0.0007977 -0.0005767 -0.0038 -0.0524 0.0427 4.233 -4.215 50.35 D40Z113P 0.1225 -0.0001234 0.007752 -0.0093 0.4565 0.0832 -1.203 -1.325 113.3 D41Z113P 0.1225 0.0001432 -0.01199 0.0154 0.4577 0.1410 1.447 -1.325 113.2 D42Z110P 0.09663 -9.405e-005 0.007164 0.0140 0.4330 0.0727 -1.228 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
389 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09665 0.0001856 0.07263 -0.0001399 0.07263 0.0002072 0.05053 -0.0001149 0.05056 0.0001538 0.03082 -6.357e-005 0.03078 0.000127 0.01392 4.626e-005 0.01406 -0.0001089 0.00537 0.002451 0.02137 0.002333 0.03999 0.001021 0.06118 0.0007493 0.08429 0.0004647 0.1093 0.0002749 0.1356 0.0002905 0.008009 -0.005499 0.02259 -0.0006348 0.04068 -0.002064 0.06144 -0.0001649 0.0845 -0.0007689 0.1093 -6.904e-005 0.1357 -0.0002596 0.1507 0.0001321 0.1587 -0.0003789 0.1586 0.0005615 0.1507 -3.014e-005 0.1725 0.0001847 0.1726 0.0006954 0.1871 0.0001245 0.1871 0.0004057 0.2019 0.0002288 0.2019 0.0004351 0.2171 0.0001565 0.2172 0.0002355 0.2328 0.0002482 0.2328 0.0002372 0.2486 0.0001974 0.2486 5.749e-005 0.2646 -0.0001433 0.2647 0.000303 0.2987 0.0003152 0.2987 -0.0002412 0.2755 -0.0001907 0.2868 0.0005168 0.2868 -0.0004422 0.2755 0.000312 0.4458 -0.0002754 0.4458 -0.000117 0.306 -0.0001777 0.3134 0.0003274 0.3211 -0.0002301
-0.0113 0.006446 -0.01048 0.005583 -0.009481 0.004567 -0.008333 0.003384 -0.006974 0.002747 -0.007736 0.005114 -0.01003 0.006839 -0.01169 0.008013 -0.006211 0.004021 -0.008929 0.006053 -0.01092 0.007491 -0.0123 -0.009691 0.003925 -0.008377 0.005318 0.00417 -0.008681 0.004418 -0.008919 0.004601 -0.009156 0.004787 -0.009333 0.004919 -0.00951 0.005053 -0.009637 -0.009764 0.005149 0.002017 -0.006686 -0.008766 0.003092 -0.007733 0.004153 0.002922 -0.007712 -0.006853 0.002297 -0.007124
-0.0273 -0.0152 0.0379 0.0302 -0.0715 -0.0419 0.1114 0.0824 -0.2074 -0.0053 0.0175 0.0042 0.0069 -0.0009 0.0040 0.0006 0.0069 -0.0071 -0.0105 -0.0030 -0.0020 -0.0004 -0.0107 -0.0697 0.0134 -0.0396 0.0519 -0.0194 0.0135 0.0039 0.0038 -0.0020 0.0030 0.0002 0.0048 -0.0011 0.0015 -0.0005 0.0107 0.0015 -0.0033 -0.0006 -0.0186 -0.0130 0.0170 -0.0217 0.0066 0.0039 -0.0006 0.0021 0.0063 -0.0015
17:07:07 03/17/10
0.4269 0.3929 0.4046 0.3743 0.3502 0.2934 0.3413 0.3130 0.2131 0.2421 0.2940 0.3432 0.3826 0.4148 0.4469 0.4498 0.2397 0.2861 0.3392 0.3802 0.4141 0.4464 0.4582 0.4556 0.5154 0.5204 0.4478 0.5794 0.5841 0.5942 0.5915 0.6049 0.6049 0.6242 0.6236 0.6352 0.6356 0.6424 0.6403 0.6446 0.6488 0.7349 0.7407 0.6591 0.6759 0.6775 0.6409 0.8704 0.8709 0.7644 0.7824 0.8018
0.1292 0.0622 0.1174 0.0517 0.1056 0.0412 0.0939 0.0307 0.0821 0.0255 0.0880 0.0465 0.1115 0.0675 0.1351 0.0885 0.0762 0.0360 0.0997 0.0570 0.1233 0.0780 0.1469 0.1649 0.0968 0.1726 0.0946 0.0971 0.1711 0.0974 0.1695 0.0977 0.1679 0.0980 0.1664 0.0983 0.1648 0.0986 0.1632 0.1617 0.0989 0.0902 0.1715 0.1661 0.0944 0.1707 0.0991 0.0901 0.1715 0.1715 0.0902 0.1715
1.422 -1.252 1.398 -1.274 1.376 -1.294 1.356 -1.311 1.339 -1.32 1.346 -1.285 1.386 -1.241 1.434 -1.189 1.333 -1.302 1.366 -1.264 1.41 -1.216 1.461 1.052 -0.5313 0.8486 -0.751 -0.5175 0.8626 -0.5029 0.8771 -0.4881 0.8919 -0.4729 0.9072 -0.4572 0.9228 -0.4414 0.9386 0.9546 -0.4253 -0.05127 0.6487 0.8522 -0.1765 0.7502 -0.3012 0.09584 0.7958 0.656 -0.03656 0.6711
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.323 -1.323 -1.324 -1.324 -1.325 -1.325 -1.325 -1.33 -1.326 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9015 -0.6904 -0.6894 -0.9017 -0.6898 -0.6893 -0.6899 -0.6896 -0.6898 -0.6896 -0.6898 -0.6898 -0.6898 -0.6898 -0.6898 -0.6899 -0.6901 -0.6897 -0.3497 -0.3502 -0.5769 -0.4628 -0.4638 -0.5764 -0.3503 -0.3501 -0.3502 -0.3497 -0.3502
109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
390 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.329 0.0002481 0.002514 0.0054 0.8195 0.0902 -0.02105 0.337 -0.0001975 -0.007332 -0.0006 0.8348 0.1715 0.687 0.3451 0.0001739 0.00267 0.0050 0.8419 0.0902 -0.004932 0.3532 -0.000187 -0.007479 -0.0008 0.8470 0.1715 0.7032 0.3615 9.911e-005 0.002782 0.0048 0.8563 0.0901 0.01149 0.3698 -0.000172 -0.007586 -0.0007 0.8639 0.1715 0.7198 0.3782 2.425e-005 0.002859 0.0047 0.8696 0.0901 0.02821 0.3866 -0.0001587 -0.007659 -0.0007 0.8739 0.1715 0.7366 0.3951 -5.066e-005 0.002904 0.0046 0.8775 0.0901 0.04512 0.4036 -0.0001456 -0.007699 -0.0007 0.8801 0.1715 0.7536 0.4121 -0.0001255 0.002919 0.0042 0.8755 0.0901 0.06211 0.4206 -0.0001335 -0.007709 -0.0006 0.8702 0.1715 0.7706 0.429 -0.0002004 0.002922 0.0039 0.8708 0.0901 0.07899 0.4374 -0.0001224 -0.007712 -0.0006 0.8709 0.1715 0.7874 -0.001735 -0.0005014 0.001563 0.0421 0.0231 0.0185 -1.442 -0.001245 0.001399 0.000207 -0.0191 0.0033 0.0230 -1.694 -0.0004494 0.0006535 -0.0006755 0.0149 -0.0224 0.0214 -1.968 0.001562 0.0008688 -0.001492 -0.0030 -0.0455 0.0229 -2.314 0.01031 0.002644 -0.002602 0.0026 -0.0206 0.0192 -2.75 0.03856 0.0007699 -0.004389 0.0101 -0.1000 0.0216 -3.366 0.009927 0.0004718 -5.135e-006 0.0013 0.0559 0.0031 7.032 0.01068 0.0002981 -0.0008895 -0.0007 0.0559 -0.0016 -7.012 0.3134 -0.0002229 -0.006988 0.0038 0.7819 0.1715 0.6634 0.329 -0.0002091 -0.007228 -0.0020 0.8187 0.1715 0.679 0.3451 -0.0001933 -0.007406 -0.0005 0.8418 0.1715 0.6951 0.3615 -0.0001791 -0.007533 -0.0008 0.8571 0.1715 0.7115 0.3782 -0.0001654 -0.007623 -0.0007 0.8696 0.1715 0.7282 0.3951 -0.000152 -0.007679 -0.0007 0.8766 0.1715 0.7451 0.4121 -0.0001394 -0.007705 -0.0006 0.8754 0.1715 0.7621 0.429 -0.0001279 -0.007711 -0.0006 0.8717 0.1715 0.779 -0.00271 0.001752 -0.005258 -0.0502 0.0162 0.0674 1.437 -0.001504 -0.001561 -0.003823 0.0087 0.0130 0.0686 1.691 -0.0012 -0.0004482 -0.003047 -0.0106 -0.0272 0.0668 1.966 0.002837 -0.001203 -0.002089 -0.0067 -0.0358 0.0636 2.319 0.004562 -0.001076 -0.001596 -0.0007 -0.0193 0.0577 2.765 0.03859 -0.000679 0.0007694 -0.0047 -0.0750 0.0536 3.443 0 0 0 0.0000 0.0000 0.0000 1.325 0.0004526 -1.297e-005 -0.005622 -0.1949 0.2389 -0.0117 1.325 651.3 0.0004781 43.79 0.0000 0.0000 0.0000 658.3 1000 2.763e-005 79.63 0.0000 0.0000 0.0000 1007 636.4 -0.0001414 42.79 0.0000 0.0000 0.0000 642.2 1000 -0.0003325 76.17 0.0000 0.0000 0.0000 1005 671.1 -0.000835 45.12 0.0000 0.0000 0.0000 675.7 1000 -0.0007913 80.33 0.0000 0.0000 0.0000 1004 0.008092 -0.001002 -0.001323 0.0017 -0.2452 -0.0270 3.039 0.01325 -0.0009293 -0.0008626 -0.0021 0.1349 0.0003 3.896 0.001406 -0.0003025 -0.002057 -0.0031 -0.0048 -0.0124 2.535 -0.001894 -0.0001492 -0.00286 0.0027 -0.0182 -0.0138 2.131 -0.00269 4.517e-005 -0.003644 -0.0234 0.0066 -0.0146 1.824 -0.002372 0.0007119 -0.004492 0.0608 -0.0352 -0.0123 1.574 651.3 -0.0002859 43.79 0.0000 0.0000 0.0000 658.3 0.01055 -0.0002806 0.0001724 -0.0015 0.0563 0.0023 7.033
17:07:07 03/17/10
-0.3498 -0.3502 -0.3498 -0.3502 -0.3499 -0.3502 -0.35 -0.3502 -0.3501 -0.3501 -0.3501 -0.3501 -0.3502 -0.3501 -1.44 -1.691 -1.967 -2.315 -2.758 -3.404 -7.022 -7.022 -0.3502 -0.3502 -0.3502 -0.3502 -0.3502 -0.3502 -0.3501 -0.3501 -1.438 -1.694 -1.968 -2.317 -2.761 -3.405 1.457e-011 1.325 -3.522 2.763e-005 -2.533 -0.0003325 -2.384 -0.0007913 3.03 3.882 2.534 2.132 1.827 1.577 3.522 7.022
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 52.38 92.97 69.07 107.5 89.69 130.7 67.95 55.28 75.35 81.32 85.87 89.59 52.38 8.59
Helman O. Mozo
Page
Job
391 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0 0.01115 0.0003119 636.4 -0.0003056 0.01394 -0.0003042 0.01195 8.598e-005 0.01409 -0.0003463 0.01389 -0.0003832 0.01561 -0.0006104 671.1 -0.0006079 0.01436 -0.0007852 0.1229 0.0002364 0.09706 0.0003346 0.07303 0.0002535 0.05092 0.0002645 0.03107 0.0002024 0.01423 0.0002932 0.02161 -0.002067 0.06156 -0.0003031 0.1097 0.0002164 0.008113 0.005601 0.04102 0.002442 0.08491 0.001252 0.1361 0.0007726 0.1512 0.0004843 0.1593 0.0001492 0.1729 0.0006766 0.1874 0.0004774 0.2021 0.0004727 0.2172 0.0002699 0.2328 0.0002564 0.2484 8.309e-005 0.2644 8.536e-005 0.2981 -0.0002981 0.2751 -3.889e-005 0.2863 5.087e-005 0.446 -0.0001166 0.3054 -0.0001347 0.3206 -0.0001344 0.3365 -0.0001402 0.3529 -0.0001428 0.3695 -0.0001412 0.3865 -0.0001391 0.4035 -0.0001364 0.4205 -0.0001312 0.4375 -0.0001215 0.3129 -0.0001978 0.3285 -0.0001917 0.3447 -0.0001806 0.3612 -0.0001699 0.378 -0.0001591 0.395 -0.0001483 0.4121 -0.0001377
0 -0.0004013 42.79 -0.0004681 1.532e-005 -0.0005925 -0.0007338 -0.0006595 45.12 -0.0007625 -0.012 -0.01132 -0.0105 -0.009519 -0.008388 -0.00705 -0.007801 -0.01006 -0.0117 -0.006298 -0.008974 -0.01094 -0.01231 -0.009658 -0.008287 -0.008565 -0.00884 -0.009048 -0.009255 -0.009407 -0.009557 -0.009665 -0.006696 -0.008726 -0.007716 -0.007719 -0.006848 -0.007119 -0.007328 -0.007479 -0.007587 -0.00766 -0.0077 -0.007715 -0.007718 -0.007 -0.007239 -0.007417 -0.007542 -0.007632 -0.007688 -0.007713
0.0000 0.0000 0.0000 0.0021 0.0052 -0.0024 0.0000 0.0000 0.0000 0.0033 0.0148 -0.0029 -0.0047 -0.0088 -0.0030 0.0001 -0.0048 -0.0052 0.0015 0.0040 -0.0053 0.0018 0.0132 -0.0060 0.0000 0.0000 0.0000 0.0036 -0.0575 -0.0115 -0.0134 0.4587 -0.0752 0.0266 0.4268 -0.0647 -0.0383 0.4049 -0.0541 0.0703 0.3510 -0.0435 -0.1133 0.3431 -0.0329 0.2045 0.2154 -0.0223 -0.0200 0.2961 -0.0276 -0.0075 0.3832 -0.0488 -0.0007 0.4466 -0.0699 -0.0095 0.2423 -0.0170 0.0089 0.3404 -0.0382 0.0008 0.4142 -0.0594 -0.0029 0.4515 -0.0805 0.0495 0.4467 -0.0859 0.0121 0.5123 -0.0877 -0.0151 0.5743 -0.0881 0.0092 0.5891 -0.0886 0.0028 0.6001 -0.0890 0.0050 0.6195 -0.0894 0.0034 0.6304 -0.0898 0.0041 0.6384 -0.0903 0.0010 0.6443 -0.0907 -0.0013 0.7343 -0.0824 0.0130 0.6331 -0.0912 0.0258 0.6660 -0.0865 -0.0005 0.8748 -0.0824 -0.0079 0.7651 -0.0824 -0.0012 0.8062 -0.0824 -0.0013 0.8379 -0.0824 -0.0011 0.8527 -0.0824 -0.0010 0.8684 -0.0824 -0.0010 0.8782 -0.0824 -0.0009 0.8831 -0.0824 -0.0007 0.8760 -0.0824 -0.0006 0.8755 -0.0824 0.0022 0.7879 -0.0824 0.0010 0.8237 -0.0824 0.0008 0.8463 -0.0824 0.0004 0.8607 -0.0824 0.0003 0.8740 -0.0824 0.0002 0.8819 -0.0824 -0.0000 0.8799 -0.0824
17:07:07 03/17/10
7.6 6.352 642.2 5.847 6.715 5.508 5.172 4.619 675.7 4.229 1.448 1.422 1.398 1.376 1.356 1.339 1.347 1.387 1.435 1.333 1.366 1.41 1.461 1.053 0.8493 0.8629 0.8774 0.8921 0.9072 0.9228 0.9384 0.9544 0.6481 0.8517 0.7496 0.796 0.6554 0.6706 0.6865 0.7029 0.7195 0.7365 0.7535 0.7705 0.7875 0.6629 0.6785 0.6947 0.7112 0.728 0.745 0.7621
7.6 6.341 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.214 1.325 1.325 1.325 1.325 1.325 1.325 1.323 1.325 1.325 1.331 1.327 1.326 1.326 0.9022 0.6901 0.6907 0.6905 0.6905 0.6903 0.6903 0.6901 0.6901 0.3497 0.5766 0.4634 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3498 0.3498 0.3498 0.3498 0.3498 0.3499 0.3499
0 18.73 69.07 26.28 13.34 31.32 36.32 44.57 89.69 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
Helman O. Mozo
Page
Job
392 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.429 -0.0001272 D206Z92P -0.003116 -0.001861 D207Z88P -0.001941 0.001178 D208Z84P -0.002165 -0.0002022 D209Z79P -7.354e-005 -0.0001117 D210Z72P 0.001236 -0.0005868 D211Z62P 0.03599 -0.0004769 D212Z93P 0 0 D213Z93P 0.0002821 0.0001449 D214Z9P 0.01043 -651.3 D215Z13P 0.01021 -141.3 D216Z26P 0.01391 -636.4 D217Z31P 0.01403 -144.6 D218Z45P 0.01558 -671.1 D219Z50P 0.01433 -143.1 D220Z68P 0.008044 0.001027 D221Z55P 0.01309 0.001089 D222Z75P 0.001333 0.0002286 D223Z81P -0.001686 -6.522e-005 D224Z86P -0.002923 9.033e-005 D225Z90P -0.002021 -0.001047 D226Z9P 0.0114 651.3 D227Z9P 0.01156 -0.0005273 D228Z0P 0 0 D229Z19P 0.01075 0.0002387 D230Z26P 0.01482 636.4 D231Z26P 0.01494 -0.0001797 D232Z13P 0.01231 -0.0002154 D233Z31P 0.01433 0.0003215 D234Z36P 0.01359 0.0006547 D235Z45P 0.01614 9.712e-005 D236Z45P 0.01611 671.1 D237Z50P 0.01439 0.0007783 D238Z113P 0.1228 -0.0002137 D239Z110P 0.09704 -0.0002048 D240Z107P 0.07303 -0.0001872 D241Z103P 0.0509 -0.0001918 D242Z100P 0.03112 -0.0001907 D243Z97P 0.0141 -0.0001956 D244Z98P 0.02283 0.0004258 D245Z105P 0.06183 -0.000155 D246Z112P 0.1097 -0.0002322 D247Z95P 0.005454 -0.00253 D248Z102P 0.04032 -0.001307 D249Z108P 0.0847 -0.000785 D250Z115P 0.136 -0.0005487 D251Z117P 0.1512 -0.0003499 D252Z118P 0.1592 -1.255e-005 D253Z119P 0.173 0.0001983 D254Z121P 0.1874 6.018e-005 D255Z122P 0.2021 0.0001969 D256Z124P 0.2172 0.0001274
-0.007718 -0.005406 -0.004009 -0.003284 -0.002466 -0.001939 0.0006254 0 0.002112 -43.78 -9.497 -42.79 -9.724 -45.12 -9.623 -0.002323 -0.002557 -0.00164 -0.0008473 1.663e-005 0.0008476 43.78 -0.001102 0 -0.001197 42.78 -0.001825 -0.001274 -0.001946 -0.002008 -0.002514 45.11 -0.002547 0.007749 0.007166 0.006456 0.005607 0.004608 0.003446 0.004072 0.006069 0.007489 0.002821 0.005145 0.006844 0.008009 0.005261 0.003885 0.004162 0.004375 0.004591 0.004748
-0.0004 0.0406 -0.0179 0.0034 0.0004 -0.0059 0.0038 0.0000 0.0826 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0001 0.0010 0.0007 -0.0073 0.0161 -0.0354 0.0000 0.0004 0.0000 -0.0008 0.0000 -0.0019 -0.0070 -0.0084 -0.0002 -0.0030 0.0000 -0.0102 0.0096 -0.0146 0.0153 -0.0297 0.0432 -0.0801 0.0089 0.0034 0.0015 0.0078 -0.0033 0.0003 -0.0075 -0.0586 -0.0354 0.0068 -0.0012 -0.0017 0.0000
17:07:07 03/17/10
0.8753 0.0258 0.0113 -0.0130 -0.0420 -0.0061 -0.0811 0.0000 0.1303 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2411 0.1374 -0.0017 -0.0183 0.0049 -0.0034 0.0000 0.0571 0.0000 0.0090 0.0000 0.0175 -0.0208 -0.0153 0.0064 0.0152 0.0000 -0.0613 0.4549 0.4329 0.3932 0.3752 0.2948 0.3159 0.2882 0.3808 0.4462 0.2454 0.3445 0.4149 0.4564 0.4601 0.5172 0.5774 0.5869 0.6001 0.6190
-0.0824 -0.0099 -0.0142 -0.0138 -0.0151 -0.0121 -0.0150 0.0000 -0.0538 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0577 -0.0246 -0.0462 -0.0504 -0.0532 -0.0525 0.0000 -0.0014 0.0000 -0.0108 0.0000 -0.0147 -0.0091 -0.0196 -0.0217 -0.0260 0.0000 -0.0342 -0.1267 -0.1145 -0.1024 -0.0902 -0.0781 -0.0659 -0.0720 -0.0963 -0.1206 -0.0599 -0.0842 -0.1084 -0.1327 -0.1500 -0.1574 -0.1561 -0.1548 -0.1536 -0.1523
0.779 1.437 1.69 1.966 2.316 2.762 3.441 1.9e-015 -1.325 3.533 0.01021 2.547 0.01403 2.399 0.01433 -3.023 -3.87 -2.532 -2.134 -1.829 -1.578 -3.511 -7.011 -7.6 -6.33 -2.518 -5.818 -6.691 -5.48 -5.145 -4.587 -2.367 -4.2 -1.202 -1.228 -1.252 -1.274 -1.294 -1.311 -1.302 -1.263 -1.215 -1.32 -1.285 -1.24 -1.189 -0.7505 -0.5308 -0.517 -0.5026 -0.4879 -0.4728
0.3499 139.8 1.438 91.62 1.693 87.87 1.967 83.77 2.316 78.59 2.76 71.98 3.404 62.4 1.325 93.33 1.325 93.34 -644.2 -35.19 -134.6 3.843 -630.6 -16.5 -139.1 21.6 -666.5 -0.5418 -138.9 40.73 3.032 67.95 3.884 55.28 2.534 75.35 2.132 81.32 1.827 85.88 1.575 89.6 658.3 52.37 7.022 8.589 7.6 0 6.341 18.73 642.2 69.07 5.833 26.28 6.703 13.34 5.495 31.32 5.159 36.32 4.603 44.57 675.7 89.69 4.215 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.98 1.325 96.66 1.325 98.32 1.325 105 1.325 111.6 1.322 95 1.324 101.6 1.324 108.3 1.324 114.9 0.9013 117 0.69 118 0.6902 119.4 0.6901 120.8 0.6902 122.2 0.6901 123.7
Helman O. Mozo
Page
Job
393 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2327 0.2484 0.2643 0.298 0.2751 0.2863 0.446 0.3054 0.3206 0.3365 0.3529 0.3695 0.3865 0.4035 0.4205 0.4375 0.3129 0.3285 0.3447 0.3612 0.378 0.395 0.4121 0.429 -0.001854 -0.002119 -0.002149 0.0001268 0.001342 0.03601 0 651.3 1000 636.4 1000 671.1 1000 651.3 636.4 671.1 0.306 0.3211 0.337 0.3532 0.3698 0.3866 0.4036 0.4206 0.4374
0.0002328 0.0001761 0.0001002 0.0003696 0.0001764 6.75e-005 -0.0002751 0.0004039 0.0002525 0.0002028 0.0001267 5.611e-005 -1.654e-005 -8.917e-005 -0.0001629 -0.0002375 0.0003056 0.0002334 0.0001634 9.185e-005 1.972e-005 -5.275e-005 -0.0001259 -0.0002001 0.0006079 -0.001041 0.00012 -0.0001389 0.0003483 0.000514 0 -0.0005145 -3.027e-005 -0.0001725 0.0003654 9.642e-005 0.0008091 0.0002897 0.0007014 0.001415 0.0004274 0.0003424 0.0002511 0.0001652 8.143e-005 -1.75e-006 -8.44e-005 -0.0001625 -0.000238
0.004906 0.00502 0.005134 0.002062 0.004137 0.00311 0.002969 0.002216 0.002464 0.00265 0.00278 0.002874 0.002934 0.002964 0.002969 0.002969 0.00234 0.002557 0.002714 0.002826 0.002904 0.002949 0.002965 0.002969 0.001675 0.0004054 -0.0003898 -0.001254 -0.001765 -0.004202 0 -43.79 -98.63 -42.79 -95.62 -45.12 -99.57 -43.79 -42.79 -45.12 0.002157 0.002405 0.002592 0.002726 0.00282 0.002881 0.002911 0.00292 0.002922
-0.0028 0.0055 -0.0034 -0.0182 -0.0193 -0.0287 0.0039 0.0070 0.0028 0.0038 0.0036 0.0037 0.0037 0.0038 0.0038 0.0039 0.0092 0.0022 0.0040 0.0036 0.0038 0.0038 0.0038 0.0039 -0.0405 0.0214 -0.0111 -0.0006 0.0032 -0.0059 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0023 0.0033 0.0032 0.0034 0.0035 0.0035 0.0036 0.0038 0.0039
Joint Support Reactions for Load Case "COMBO 4-1":
17:07:07 03/17/10
0.6309 0.6358 0.6391 0.7408 0.6503 0.6683 0.8754 0.7686 0.8063 0.8392 0.8514 0.8684 0.8783 0.8845 0.8747 0.8753 0.7863 0.8231 0.8464 0.8616 0.8740 0.8810 0.8800 0.8761 0.0303 0.0223 -0.0173 -0.0357 -0.0055 -0.0796 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.7603 0.8019 0.8334 0.8483 0.8640 0.8738 0.8787 0.8716 0.8711
-0.1510 -0.4573 0.6902 125.1 -0.1498 -0.4416 0.6902 126.5 -0.1485 -0.4257 0.6901 127.9 -0.1609 -0.05197 0.3504 130.9 -0.1540 -0.3016 0.5768 128.9 -0.1594 -0.177 0.4634 129.9 -0.1608 0.09596 0.3497 140.9 -0.1609 -0.04465 0.3504 131.4 -0.1609 -0.02942 0.3503 132.6 -0.1609 -0.01349 0.3502 133.7 -0.1609 0.002882 0.3501 134.8 -0.1609 0.01955 0.3501 135.9 -0.1608 0.03646 0.35 137 -0.1608 0.05351 0.3499 138.1 -0.1608 0.07054 0.3498 139.2 -0.1608 0.08749 0.3498 140.3 -0.1609 -0.03713 0.3503 132 -0.1609 -0.02153 0.3502 133.1 -0.1609 -0.005315 0.3502 134.2 -0.1609 0.01118 0.3501 135.3 -0.1609 0.02798 0.35 136.4 -0.1608 0.04497 0.3499 137.5 -0.1608 0.06207 0.3499 138.7 -0.1608 0.07902 0.3498 139.8 -0.0512 -1.442 1.44 91.63 -0.0536 -1.694 1.691 87.87 -0.0516 -1.97 1.968 83.78 -0.0503 -2.316 2.316 78.6 -0.0445 -2.759 2.761 71.98 -0.0430 -3.369 3.405 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 644.3 3.522 -35.2 0.0000 993.3 -3.027e-005 -85.29 0.0000 630.6 2.533 -16.5 0.0000 994.5 0.0003654 -64.3 0.0000 666.5 2.383 -0.5435 0.0000 995.8 0.0008091 -49.22 0.0000 644.3 -3.522 -35.2 0.0000 630.6 -2.532 -16.5 0.0000 666.5 -2.382 -0.5437 0.0902 -0.04403 -0.3496 131.4 0.0902 -0.02889 -0.3497 132.6 0.0902 -0.01304 -0.3497 133.7 0.0901 0.003246 -0.3498 134.8 0.0901 0.01982 -0.3499 135.9 0.0901 0.03664 -0.35 137 0.0901 0.05362 -0.3501 138.1 0.0901 0.07056 -0.3502 139.2 0.0901 0.08742 -0.3502 140.3
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -112.87 0.0 0.00 0.0 46.38 0.0 0.0 122.03 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -23.82 0.0 -0.76 0.0 -25.76 0.0 0.0 35.09 0.0 -0.67 0.0 -2.4 0.0 0.19 0.0 0.0 D29Z0P -37.05 0.0 13.25 0.0 154.52 0.0 0.0 159.45 0.0 0.86 0.0 -2.2 0.0 0.17 0.0 0.0 D137Z93P -0.31 0.0 -0.51 0.0 123.79 0.0 0.0 123.79 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -35.90 0.0 -12.11 0.0 138.33 0.0 0.0 143.42 0.0 -0.85 0.0 -2.4 0.0 -0.21 0.0 0.0 D212Z93P -109.51 0.0 0.00 0.0 46.31 0.0 0.0 118.90 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -23.12 0.0 -0.43 0.0 -8.75 0.0 0.0 24.73 0.0 0.68 0.0 -2.6 0.0 -0.19 0.0 0.0 D287Z93P -0.31 0.0 0.56 0.0 -52.99 0.0 0.0 53.00 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 4-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0.3074 0.0000 -0.6493 112.5587 -0.0000 -45.7332 0.0000 0.0000 0.0000 D1Z93P 0.6639 0.0000 -1.3966 -0.6639 0.0000 1.3966 0.0005 0.0000 -0.0055 D2Z0P 1.1808 0.0000 -2.1105 22.6373 0.7604 27.8690 0.0000 0.0000 0.0000 D3Z9P 1.3084 0.0000 -2.1105 -1.3084 -0.6513 2.1543 0.0107 -651.2642 43.7824 D4Z13P 1.3317 0.0000 -2.1105 -1.3317 0.1413 2.1011 0.0101 141.2557 -9.4971 D5Z19P 6.8553 0.0000 -6.4779 -6.8553 -0.0000 6.4779 0.0112 -0.0001 -0.0010 D6Z26P 1.2786 0.0000 -2.1608 -1.2786 -0.6364 2.2036 0.0167 -636.4003 42.7835 D7Z31P 1.2833 0.0000 -2.1608 -1.2833 0.1446 2.1511 0.0160 144.6179 -9.7239 D8Z26P 5.5875 0.0000 -4.3674 -5.5874 0.0000 4.3674 0.0168 0.0007 -0.0017 D9Z13P 2.4609 0.0000 -3.2337 -2.4609 0.0000 3.2337 0.0119 0.0001 -0.0010 D10Z31P 8.1885 0.0000 -5.7608 -8.1884 0.0000 5.7608 0.0165 0.0004 -0.0019 D11Z36P 3.5688 0.0000 -4.6139 -3.5688 0.0000 4.6139 0.0159 0.0003 -0.0020 D12Z45P 1.3482 0.0000 -2.1381 -1.3482 0.0000 2.1381 0.0203 0.0014 -0.0027 D13Z45P 1.3482 0.0000 -2.1381 -1.3482 -0.6711 2.1833 0.0203 -671.0568 45.1131 D14Z50P 1.3440 0.0000 -2.1381 -1.3439 0.1431 2.1285 0.0186 143.1027 -9.6225 D15Z55P 3.1944 0.0000 -5.1309 -3.1943 0.0000 5.1309 0.0173 0.0006 -0.0028 D16Z68P 6.3410 0.0000 -4.7479 -6.3410 -0.0000 4.7479 0.0121 -0.0007 -0.0010 D17Z68P 6.3410 0.0000 -4.7479 -6.3410 0.0000 4.7479 0.0118 0.0006 -0.0027 D18Z55P 6.8046 0.0000 -5.4729 -6.8046 -0.0000 5.4729 0.0176 -0.0007 -0.0006 D19Z75P 1.4937 0.0000 -2.6067 -1.4937 -0.0000 2.6067 0.0041 -0.0011 -0.0017 D20Z75P 5.3106 0.0000 -2.9487 -5.3106 0.0000 2.9487 0.0052 0.0011 -0.0021 D21Z81P 1.1367 0.0000 -2.1115 -1.1367 -0.0000 2.1115 0.0005 -0.0009 -0.0025 D22Z81P 1.1367 0.0000 -2.1115 -1.1367 0.0000 2.1115 -0.0001 0.0010 -0.0011 D23Z86P 0.8535 0.0000 -1.6721 -0.8535 0.0000 1.6721 -0.0015 0.0004 -0.0002 D24Z86P 0.8535 0.0000 -1.6721 -0.8535 -0.0000 1.6721 -0.0019 -0.0007 -0.0034 D25Z90P 0.7315 0.0000 -1.5014 -0.7315 -0.0000 1.5014 -0.0017 -0.0010 -0.0043 D26Z90P 0.7315 0.0000 -1.5014 -0.7315 0.0000 1.5014 -0.0016 0.0013 0.0007 D27Z93P 0.6639 0.0000 -1.3966 -0.6639 -0.0000 1.3966 0.0003 -0.0002 0.0020 D28Z50P 1.3440 0.0000 -2.1381 -1.3439 0.0000 2.1381 0.0186 0.0008 -0.0028 D29Z0P 1.1808 0.0000 -2.1105 35.8679 -13.2461 -152.4103 0.0000 0.0000 0.0000 D30Z9P 1.3084 0.0000 -2.1105 -1.3084 0.6513 2.0668 0.0099 651.2649 -43.7833 D31Z19P 2.6139 0.0000 -4.2713 -2.6139 -0.0000 4.2713 0.0115 -0.0005 -0.0006
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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-1.2786 -1.2786 -1.3317 -1.2833 -2.6316 -1.3482 -1.3482 -1.3439 -0.4323 -0.4323 -0.4049 -0.4049 -0.3973 -0.3973 -0.3769 -0.3769 -0.3475 -0.3475 -0.3109 -0.3109 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.4276 -0.6601 -0.6601 -0.4276 -0.4623 -0.4623 -2.5283 -2.5283 -0.5010 -0.5010 -0.5159 -0.5159 -2.6679 -2.6679 -0.5544 -0.5544 -0.4978 -0.4978
17:07:07 03/17/10
0.6364 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.6711 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000
2.1180 2.1608 2.1105 2.1608 4.2989 2.1381 2.0930 2.1381 0.6966 0.6965 0.6966 0.6965 0.7437 0.7437 0.7437 0.7437 0.6966 0.6965 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8706 1.8705 0.8446 0.8445 0.6331 0.6331
0.0156 0.0156 0.0116 0.0161 0.0162 0.0197 0.0196 0.0186 0.1225 0.1225 0.0966 0.0967 0.0726 0.0726 0.0505 0.0506 0.0308 0.0308 0.0139 0.0141 0.0054 0.0214 0.0400 0.0612 0.0843 0.1093 0.1356 0.0080 0.0226 0.0407 0.0614 0.0845 0.1093 0.1357 0.1507 0.1587 0.1586 0.1507 0.1725 0.1726 0.1871 0.1871 0.2019 0.2019 0.2171 0.2172 0.2328 0.2328 0.2486 0.2486 0.2646 0.2647
636.4011 -42.7861 -0.0001 -0.0006 -0.0000 -0.0002 -0.0003 -0.0007 -0.0005 -0.0008 -0.0008 -0.0005 671.0574 -45.1165 -0.0008 -0.0006 -0.0001 0.0078 0.0001 -0.0120 -0.0001 0.0072 0.0002 -0.0113 -0.0001 0.0064 0.0002 -0.0105 -0.0001 0.0056 0.0002 -0.0095 -0.0001 0.0046 0.0001 -0.0083 0.0000 0.0034 -0.0001 -0.0070 0.0025 0.0027 0.0023 -0.0077 0.0010 0.0051 0.0007 -0.0100 0.0005 0.0068 0.0003 -0.0117 0.0003 0.0080 -0.0055 -0.0062 -0.0006 0.0040 -0.0021 -0.0089 -0.0002 0.0061 -0.0008 -0.0109 -0.0001 0.0075 -0.0003 -0.0123 0.0001 -0.0097 -0.0004 0.0039 0.0006 -0.0084 -0.0000 0.0053 0.0002 0.0042 0.0007 -0.0087 0.0001 0.0044 0.0004 -0.0089 0.0002 0.0046 0.0004 -0.0092 0.0002 0.0048 0.0002 -0.0093 0.0002 0.0049 0.0002 -0.0095 0.0002 0.0051 0.0001 -0.0096 -0.0001 -0.0098 0.0003 0.0051
Helman O. Mozo
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Job
396 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.3073 0.3073 0.2130 0.2174 0.2174 0.2130 0.1147 0.1147 0.0865 0.1753 0.0888 0.1798 0.0911 2.3481 0.0934 0.1893 0.0959 0.1943 0.0984 0.1993 0.1009 2.4832 0.1036 0.2167 0.1133 0.3562 2.8141 2.8981 0.6645 4.6243 5.4959 1.3084 1.3084 0.1753 0.1798 2.3481 0.1893 0.1943 0.1993 2.4832 0.2167 0.3562 0.3764 0.4802 0.6645 0.8361 5.4959 0.3074 0.6639 1.3084 1.3317 1.2786
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17:07:07 03/17/10
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0.0020 -0.0067 -0.0088 0.0031 -0.0077 0.0042 0.0029 -0.0077 -0.0069 0.0023 -0.0071 0.0025 -0.0073 0.0027 -0.0075 0.0028 -0.0076 0.0029 -0.0077 0.0029 -0.0077 0.0029 -0.0077 0.0029 -0.0077 0.0016 0.0002 -0.0007 -0.0015 -0.0026 -0.0044 -0.0000 -0.0009 -0.0070 -0.0072 -0.0074 -0.0075 -0.0076 -0.0077 -0.0077 -0.0077 -0.0053 -0.0038 -0.0030 -0.0021 -0.0016 0.0008 0.0000 -0.0056 43.7852 79.6321 42.7852
Helman O. Mozo
Page
Job
397 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
398 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
399 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
400 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 39.36 -11925.75 1484.60 4923.69 -230.27 -4081.30 731.11 D128P 39.36 -4923.69 230.27 -3039.70 1776.20 -3901.29 982.98 D129P 39.36 1220.60 -806.75 1275.40 217.36 1244.45 -293.86 D130P 39.36 -458.99 -6.65 124.15 596.61 -136.01 239.64 D131P 39.36 538.04 601.72 -169.57 -495.56 113.15 32.60 D132P 39.35 -427.70 -1142.88 2983.77 5496.90 631.29 1075.35 D133P 39.35 -2983.78 -5496.91 -4781.07 -9194.52 -1391.64 -2633.05 D134P 39.35 644.69 -1249.44 2964.67 -5708.71 728.83 -1405.05 D135P 39.35 644.69 1249.44 -189.58 -285.89 78.39 165.96 D136P 39.35 189.58 285.89 238.27 418.34 51.60 84.93 D137P 39.35 -238.27 -418.34 -48.99 -36.53 -57.19 -90.57 D138P 39.35 48.99 36.53 -231.04 -660.17 -36.00 -123.30 D139P 39.35 231.04 660.17 288.61 798.08 68.52 192.28 D140P 39.35 -288.61 -798.08 -167.50 -245.04 -84.16 -192.48 D141P 39.35 167.50 245.04 -536.41 -1411.08 -77.32 -244.38 D142P 39.35 536.41 1411.08 955.65 2179.75 172.92 416.15 D143P 179.71 -19315.21 6655.85 -7752.49 3875.05 -16305.85 6343.92 D144P 685.07 81.92 1034.68 5757.56 -2475.68 5518.21 -1361.72 D145P 179.71 9475.21 -7390.36 19315.21 -6655.85 17291.54 -8436.16 D146P 179.71 7752.49 -3875.06 -4379.16 4591.64 2032.13 431.68 D147P 179.72 3966.14 -1741.13 -259.47 1658.38 2232.94 -49.85 D148P 179.73 2198.56 -988.09 506.95 1113.66 1629.82 75.64 D149P -43.20 -363.27 -235.86 -515.36 925.47 -618.45 485.40 D150P -43.21 -189.20 -320.90 2255.11 5887.32 1454.13 3918.04 D151P 34.00 204.84 481.85 204.71 168.35 407.03 646.21 D152P -0.05 197.41 -499.86 -73.27 193.14 223.91 -553.20 D153P -0.02 -0.19 -69.24 0.00 56.52 -0.33 -22.94 D154P 685.06 81.93 -1034.67 -1759.45 1687.51 -792.61 308.46 D155P 39.35 -2964.67 5708.71 -4781.07 9194.51 -1083.70 2085.09 D156P 39.35 169.57 495.56 427.70 1142.88 176.48 484.11 D157P 39.36 -124.15 -596.61 -538.04 -601.72 -241.63 -437.26 D158P 39.36 -1275.40 -217.36 458.99 6.65 -387.17 -99.93 D159P 39.36 3039.70 -1776.20 -1220.60 806.75 1050.85 -560.03 D160P 179.71 4379.16 -4591.65 -684.62 372.46 2225.63 -2541.68 D161P 179.71 684.62 -372.47 7256.44 -594.33 4783.77 -582.41 D162P 179.72 -7256.44 594.33 -3966.14 1741.13 -6760.59 1406.90 D163P 179.72 259.47 -1658.39 -1412.32 639.45 -694.49 -613.82
0.3211 0.3370 0.3532 0.3698 0.3866 0.4036 0.4206 0.4374
0.0003 0.0003 0.0002 0.0001 -0.0000 -0.0001 -0.0002 -0.0002
0.0024 0.0026 0.0027 0.0028 0.0029 0.0029 0.0029 0.0029
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
179.72 1412.32 -639.46 3563.84 179.72 -3563.84 -354.12 -2198.56 179.73 -506.95 -1113.67 -1119.52 179.73 1119.52 -15.11 2525.66 -43.21 635.89 -402.04 189.21 -43.20 -599.95 -902.25 -635.89 -43.20 515.36 -925.46 599.95 -43.20 -59.15 -225.75 363.27 -43.19 485.04 -195.35 59.15 34.00 -204.72 -168.35 -155.62 34.01 155.61 460.36 493.03 -0.05 -50.88 -317.10 19.02 -0.04 12.84 -227.01 -4.92 -0.04 -3.00 39.90 1.05 -0.03 0.91 -104.64 -0.36 -0.02 0.18 -22.57 -0.19 -0.01 0.21 217.91 -0.16 -0.01 0.12 25.37 -0.06 -0.05 73.27 -193.15 50.88 -0.04 -19.02 -263.40 -12.84 -0.04 4.92 -243.28 3.00 -0.03 -1.05 -191.38 -0.91 -0.03 0.36 -94.48 0.19 -0.02 -0.00 -56.53 -0.18 -0.01 0.19 -80.71 -0.21 -0.01 0.16 -66.65 -0.12 -0.00 0.06 -2.09 -0.00 -7.88 -11567.50 -1624.52 4988.83 -7.88 -4988.83 7.01 -2470.84 -7.88 2106.39 -163.09 2081.04 -7.88 688.98 -1211.50 805.74 -7.87 309.81 -322.50 -480.01 -7.87 -450.91 1101.80 3406.16 -7.87 -3406.16 5961.49 -5244.23 -7.87 745.56 1359.19 3278.53 -7.87 745.56 -1359.19 -44.63 -7.87 44.63 -107.95 112.58 -7.87 -112.58 246.14 -19.31 -7.87 19.31 3.65 -187.12 -7.87 187.12 -563.17 257.42 -7.87 -257.42 736.49 -172.99 -7.87 172.99 -264.30 -648.49 -7.87 648.49 -1507.24 1072.80 -161.61 19294.21 6681.30 7752.06 -351.69 -298.55 -1907.37 5864.79 -161.61 -9322.49 -7036.44 -19294.21 -161.61 -7752.06 -3858.81 4357.30 -161.61 -3954.57 -1728.20 241.82 -161.61 -2137.22 -980.36 -662.57 -11.79 -455.77 162.18 -529.43 -11.78 -2043.70 -1049.40 -3296.15 -2.49 455.93 58.61 338.09
354.11 2997.69 988.08 -3471.33 15.11 -979.80 37.41 2195.89 320.91 580.76 402.05 -869.87 902.26 785.03 235.87 214.07 225.76 383.04 -460.35 -358.12 -211.13 644.66 263.39 -57.46 243.27 14.29 191.37 -3.53 94.47 0.99 80.69 -0.02 66.63 0.08 2.07 0.10 317.09 223.91 226.99 -57.46 -39.91 14.29 104.62 -3.53 69.22 0.99 22.56 -0.33 -217.92 -0.02 -25.38 0.08 -0.02 0.10 -7.01 -3834.52 -2462.27 -3654.51 -786.20 2087.76 -1501.11 607.16 959.31 -52.27 -5961.49 729.88 9643.22 -1550.35 6010.08 812.58 107.95 120.72 -246.14 18.96 -3.65 -26.26 563.17 -33.18 -736.49 58.61 264.30 -79.42 1507.24 -99.66 -2289.38 199.48 3858.81 16292.94 1150.85 5260.00 -6681.31 -17187.21 4590.68 -2045.04 1649.19 -2236.60 1098.36 -1686.62 1221.86 -693.46 4997.93 -3758.56 66.33 789.14
17:07:07 03/17/10
-171.90 381.90 -661.78 13.43 -57.10 -352.08 -16.33 7.12 21.41 -624.84 247.70 -96.88 29.32 417.11 -18.34 104.83 513.20 49.49 223.53 -65.67 -510.77 -156.48 -45.56 -61.28 -538.62 -165.99 -3.79 -950.97 -1202.84 -473.30 -1101.87 195.56 -1200.23 2796.73 1488.07 -215.50 -42.70 48.28 112.07 -171.37 184.67 260.50 -440.00 6349.47 -714.90 -8238.88 440.88 -47.60 71.08 974.19 2779.26 124.17
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -351.69 -7.87 -7.87 -7.87 -7.88 -7.88 -161.61 -161.61 -161.61 -161.61 -161.61 -161.61 -161.61 -161.62 -11.78 -11.78 -11.79 -11.79 -11.79 -2.49 -2.49 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -30.66 -30.66 -30.66 -30.66 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65
-498.66 -72.71 -298.55 -3278.53 480.01 -805.74 -2081.03 2470.84 -4357.30 -670.94 7261.93 -241.82 -1419.97 3530.90 662.57 -1347.70 926.49 -631.90 529.43 424.41 -281.75 -338.10 236.03 -282.03 -208.19 -150.91 -107.55 -40.91 -15.79 -3.74 412.91 237.87 177.73 126.71 89.62 56.33 26.70 7.05 1.74 5945.89 2289.59 -1612.17 -843.06 -521.97 191.63 3544.53 -644.65 -644.65 -267.10 313.05 62.54 -553.89
-521.05 -78.41 1907.37 -6010.08 -959.31 1501.11 786.20 2462.27 -4590.68 -342.36 625.66 -1649.20 -625.31 -342.05 -1098.37 -171.41 -393.66 -673.89 -1221.85 -938.48 363.03 -66.34 -457.68 -284.65 -261.78 -93.66 -141.69 -64.16 65.09 -25.35 -378.95 -248.70 -152.56 -91.86 -83.57 -44.12 28.34 48.47 18.60 -1635.20 -38.35 -160.65 -1191.99 -342.43 1125.32 5950.16 1361.88 -1361.88 -122.07 285.22 37.78 -689.28
-412.91 -56.33 -2011.09 -5244.23 450.91 -309.81 -688.98 -2106.39 670.94 -7261.93 3954.57 1419.97 -3530.90 2137.22 1347.70 -1913.68 2043.70 -926.49 631.90 455.77 -424.41 -236.04 721.03 -237.87 -177.73 -126.71 -89.62 -26.70 -7.05 -1.74 282.03 208.19 150.91 107.55 72.71 40.91 15.79 3.74 -0.00 -2289.58 1404.39 -2328.41 -770.16 166.26 -3544.53 5311.83 -3328.16 267.10 -313.05 -62.54 553.89 -615.29
378.93 44.10 -621.15 -9643.22 -1101.80 322.50 1211.50 163.09 342.35 -625.67 1728.20 625.30 342.05 980.35 171.40 -930.44 1049.41 393.67 673.90 -162.17 938.49 457.67 15.63 248.68 152.55 91.85 83.55 -28.35 -48.48 -18.62 284.63 261.77 93.64 141.67 78.40 64.14 -65.10 25.33 -0.02 38.35 -2375.66 -891.82 -1420.10 906.65 -5950.15 9664.88 6026.32 122.07 -285.22 -37.78 689.28 -834.52
17:07:07 03/17/10
-1644.10 -232.73 -1091.28 -1192.41 275.06 -407.05 -1313.62 210.54 -2220.70 -4778.84 6756.93 709.73 -2982.45 3414.53 1211.01 -1964.68 2090.63 -1096.90 817.43 619.53 -497.05 -570.61 951.18 -937.70 -696.06 -500.72 -355.61 -121.93 -41.19 -9.87 1253.39 804.53 592.75 422.51 292.77 175.38 76.62 19.46 3.13 2131.15 1809.69 -1964.69 -655.29 -109.24 -828.09 1587.27 -802.23 -65.03 -69.96 49.88 121.88 -154.16
-256.32 -61.88 607.73 -2190.03 -609.00 665.42 947.37 1516.61 -2559.23 -583.15 1417.99 -616.81 -170.64 384.52 -558.41 -663.76 461.57 -197.24 -385.69 -774.71 916.11 388.93 -439.34 -64.87 -197.01 -3.26 -104.85 -166.85 29.95 -79.30 -170.11 23.58 -106.27 89.84 -9.33 36.11 -66.30 133.10 33.52 -930.76 -1182.63 -524.74 -1061.03 173.27 -1191.63 2798.59 1491.89 -213.54 -49.12 49.27 143.75 -200.92
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-30.65 -30.65 -30.65 -185.30 -660.29 -185.30 -185.30 -185.31 -185.32 34.90 34.91 -37.79 0.05 0.02 -660.29 -30.65 -30.65 -30.66 -30.66 -30.66 -185.30 -185.30 -185.31 -185.31 -185.31 -185.31 -185.32 -185.32 34.91 34.91 34.90 34.90 34.89 -37.79 -37.80 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00 12.52
615.29 -194.74 -936.40 -9375.92 -131.27 5353.40 4633.34 2762.54 1623.81 -319.46 -189.10 -222.82 240.02 -0.23 -131.28 3328.16 -166.26 770.16 2328.41 -1404.39 169.55 1678.34 -4185.17 -978.92 1620.37 -2429.70 -754.71 1194.43 558.18 -533.65 451.75 -65.53 478.21 199.32 -155.31 -61.12 15.45 -3.67 1.10 0.17 0.21 0.13 89.45 -22.84 5.89 -1.28 0.44 -0.03 0.19 0.17 0.07 5962.16
834.52 -307.94 -1526.13 -8967.10 -1072.30 -3055.36 1590.94 -30.12 -352.61 -314.63 -644.67 -453.23 -576.05 -49.88 1072.30 -6026.32 -906.65 1420.10 891.82 2375.66 1308.60 -2005.45 -3192.75 -551.79 -750.45 -1527.55 -1042.10 136.13 -283.46 -997.07 -847.40 -158.46 -163.08 163.69 -457.21 -284.39 -191.51 67.80 -82.91 -5.50 228.53 29.52 -233.24 -298.91 -276.77 -214.16 -115.02 -74.75 -96.67 -71.94 -4.96 1560.36
194.74 936.40 -1358.14 -4633.34 -4936.55 9375.92 -169.55 978.92 754.71 -451.75 1756.40 -199.31 -89.45 0.03 1287.80 5311.83 -191.63 521.97 843.06 1612.17 -1678.34 4185.17 -2762.54 -1620.37 2429.70 -1623.81 -1194.43 2116.82 189.10 -558.18 533.65 319.46 65.53 155.32 -577.04 22.84 -5.89 1.28 -0.44 -0.19 -0.17 -0.07 61.12 -15.45 3.67 -1.10 0.23 -0.17 -0.21 -0.13 0.00 -2369.09
307.94 1526.13 -2327.83 -1590.95 2362.32 8967.09 -1308.60 551.79 1042.09 847.41 5224.94 -163.70 233.22 74.73 -1583.74 -9664.88 -1125.32 342.43 1191.99 160.65 2005.44 3192.75 30.11 750.45 1527.54 352.61 -136.14 295.59 644.68 283.47 997.08 314.64 158.48 457.20 234.57 298.89 276.76 214.14 115.00 96.66 71.93 4.94 284.37 191.49 -67.81 82.89 49.86 5.49 -228.55 -29.54 -0.02 130.33
17:07:07 03/17/10
149.47 210.81 155.44 255.31 -265.92 -446.64 -8439.31 -6360.27 -4789.00 1219.05 8846.44 3550.59 2689.03 170.09 2253.89 314.26 1432.84 415.35 -542.83 375.01 1103.18 3223.92 -419.54 -613.14 271.57 -618.32 -0.36 44.83 546.45 -241.65 1208.81 -2195.34 -105.75 -600.39 471.49 643.13 1504.01 988.20 120.03 1465.17 -908.91 1996.41 3532.23 715.24 -4185.36 -1905.21 -1565.84 119.67 2439.80 468.12 -2441.88 -707.79 -1174.18 -709.78 1994.73 260.08 525.99 254.25 -768.51 -502.29 693.59 105.36 178.73 109.92 382.72 -3.24 352.45 617.08 -727.85 -221.27 -69.05 26.16 17.24 153.76 -4.30 508.50 1.20 57.88 -0.03 164.41 0.07 541.91 0.12 62.16 271.57 92.23 -69.05 -193.73 17.24 -621.49 -4.30 -236.74 1.20 -117.51 -0.36 -124.92 -0.03 -586.57 0.07 -183.02 0.12 -8.97 2094.30 985.46
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 160.16 377.96 160.16 160.16 160.16 160.17 8.04 8.03 2.13 -0.03 -0.01 377.95 12.52 12.52 12.52 12.52 12.52 160.16 160.16 160.16 160.17 160.17 160.17 160.17 160.17 8.03 8.03 8.04 8.04 8.04 2.13 2.14 -0.03 -0.02 -0.02 -0.02 -0.01
2369.09 -1581.94 -1023.91 67.77 -3233.08 5038.87 -593.89 -593.89 -418.70 452.65 41.91 -626.18 647.68 -190.51 -784.02 9370.74 206.63 -5313.44 -4643.25 -2769.50 -1601.53 -404.08 -1909.31 -387.69 -387.00 -59.95 206.63 3206.89 1431.80 511.30 2214.37 -1249.64 -184.19 -1690.90 4174.69 975.46 -1633.42 2407.06 821.92 -1301.34 835.31 -563.93 464.91 376.81 -248.35 296.64 -171.26 -253.54 -185.66 -132.34 -93.23 -29.72
-130.33 174.32 1367.70 -306.64 2346.51 -7517.94 -1300.98 1300.98 308.11 -474.31 -12.96 815.28 -882.54 284.81 1373.63 -8990.30 1888.24 -3118.34 1557.64 -51.54 -364.52 227.66 -964.33 -37.28 -406.26 -78.49 -1888.23 5890.08 -474.69 -1452.89 -537.51 -2655.98 1259.13 -2019.73 -3199.76 -572.97 -760.41 -1533.34 -1048.21 -9.84 -475.21 -575.23 -1302.21 -927.30 299.93 58.55 462.56 -309.78 -255.75 -95.07 -141.42 -64.07
1249.64 -2214.37 -511.30 -1431.80 -5038.87 5363.72 -3206.89 418.70 -452.65 -41.91 626.18 -647.68 190.51 784.02 -1199.17 4643.25 -6145.76 -9370.74 184.19 -975.46 -821.92 -464.91 -3420.17 -296.63 -365.16 -44.33 1803.19 5363.72 3233.08 -67.77 1023.91 1581.94 1690.90 -4174.69 2769.50 1633.42 -2407.06 1601.53 1301.34 -1835.79 1909.31 -835.31 563.93 404.08 -376.81 171.27 -560.91 -214.18 -156.08 -111.33 -76.10 -16.55
2655.98 537.51 1452.89 474.69 7517.94 -9685.89 -5890.07 -308.11 474.31 12.96 -815.28 882.54 -284.81 -1373.63 2159.20 -1557.65 -1253.18 8990.30 -1259.14 572.97 1048.21 1302.22 5271.25 -58.54 334.10 44.10 715.31 9685.88 -2346.51 306.64 -1367.70 -174.32 2019.72 3199.76 51.53 760.41 1533.34 364.52 9.83 -714.32 964.34 475.22 575.24 -227.65 927.31 -462.55 -13.44 258.23 150.24 92.42 83.46 -28.39
17:07:07 03/17/10
1772.83 -1892.76 -623.60 -418.88 -2042.99 1864.39 -767.49 -30.17 -105.08 81.78 132.09 -167.97 154.67 124.39 -229.84 8442.16 -5612.37 -8819.33 -2686.18 -2256.00 -1459.91 -611.65 -3751.27 -680.12 -1356.61 -188.07 949.62 1199.10 1378.34 161.84 1535.69 191.96 907.66 -3533.49 4183.25 1571.62 -2434.02 2414.81 1279.07 -1889.84 1931.86 -984.88 724.17 549.64 -440.03 465.03 -727.67 -843.59 -616.35 -439.50 -305.39 -83.45
1237.32 354.90 1145.73 51.61 2436.30 -3083.33 -1452.08 171.01 94.36 -91.86 -163.76 223.87 -215.40 -228.20 409.43 -6354.19 600.12 3526.70 179.82 314.11 411.86 1076.84 3031.52 -95.23 -130.14 -62.03 -554.19 2179.21 -833.58 -418.26 -903.51 -1635.00 1975.21 710.86 -1896.52 112.91 465.62 -704.11 -625.53 -436.24 344.28 -70.39 -511.69 -812.93 863.82 -401.52 446.36 -92.97 -190.30 -4.78 -104.53 -166.76
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00
-8.79 -0.97 365.16 214.18 156.08 111.33 76.10 44.33 16.55 3.21 -0.04
65.08 -25.39 -334.12 -258.25 -150.26 -92.44 -83.47 -44.11 28.38 48.44 18.58
-3.21 0.04 253.54 185.66 132.34 93.23 59.95 29.72 8.79 0.97 0.00
-48.46 -18.59 309.77 255.74 95.06 141.40 78.48 64.05 -65.09 25.38 -0.02
17:07:07 03/17/10
-21.64 -1.69 1115.90 721.15 520.19 368.95 245.36 133.56 45.70 7.54 -0.06
29.98 -79.33 -43.92 -4.53 -99.56 88.31 -9.01 35.96 -66.22 133.14 33.48
*** Analysis Results for Load Case No. 15 "SERVICIO 1-1"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0002895 -2.91e-005 -0.00351 0.1187 0.1341 0.0407 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.005991 -330.9 22.25 0.0000 0.0000 0.0000 -3.516 -337.9 30.84 D4Z13P 0.005518 157 -10.55 0.0000 0.0000 0.0000 0.005518 150.2 2.788 D5Z19P 0.005985 -0.0001721 -0.0009541 -0.0018 0.0123 0.0035 -6.334 -6.341 18.73 D6Z26P 0.00938 -308.7 20.75 0.0000 0.0000 0.0000 -2.523 -314.5 47.04 D7Z31P 0.008971 160.7 -10.8 0.0000 0.0000 0.0000 0.008971 155.2 20.52 D8Z26P 0.009463 0.0005439 -0.001548 -0.0013 0.0145 0.0050 -5.823 -5.832 26.28 D9Z13P 0.006469 0.0001169 -0.0008889 0.0052 -0.0096 0.0033 -6.697 -6.703 13.34 D10Z31P 0.009203 0.0002644 -0.001698 0.0052 -0.0102 0.0074 -5.485 -5.494 31.32 D11Z36P 0.008914 0.0001151 -0.001795 -0.0026 0.0112 0.0076 -5.149 -5.158 36.32 D12Z45P 0.01223 0.0009404 -0.002357 -0.0000 0.0153 0.0090 -4.591 -4.602 44.57 D13Z45P 0.01222 -324.9 21.84 0.0000 0.0000 0.0000 -2.371 -329.5 66.41 D14Z50P 0.01128 159 -10.69 0.0000 0.0000 0.0000 0.01128 154.8 39.66 D15Z55P 0.01062 0.0002839 -0.002509 -0.0011 0.0731 0.0076 -3.873 -3.883 55.28 D16Z68P 0.0082 -0.0003341 -0.001489 -0.0012 -0.1268 0.0388 3.04 -3.032 67.95 D17Z68P 0.008051 0.0002238 -0.002584 -0.0141 -0.0833 0.0218 -3.023 -3.031 67.95 D18Z55P 0.01087 -0.0004618 -0.001311 -0.0016 0.0705 0.0199 3.894 -3.884 55.28 D19Z75P 0.004088 -0.0006298 -0.001797 -0.0021 -0.0014 0.0336 2.538 -2.534 75.35 D20Z75P 0.004712 0.0005387 -0.002357 0.0149 -0.0521 0.0194 -2.529 -2.533 75.35 D21Z81P 0.001932 -0.0003594 -0.002145 -0.0071 -0.0265 0.0376 2.134 -2.133 81.32 D22Z81P 0.001725 0.0005051 -0.001937 0.0023 -0.0098 0.0188 -2.131 -2.132 81.32 D23Z86P 0.0004519 0.0001467 -0.001505 -0.0028 -0.0134 0.0204 -1.826 -1.826 85.87 D24Z86P 0.0003749 -0.0004063 -0.002538 0.0081 -0.0040 0.0392 1.827 -1.827 85.87 D25Z90P -0.0002513 -0.0003627 -0.002963 -0.0405 -0.0302 0.0393 1.576 -1.577 89.59 D26Z90P 1.307e-005 0.0007001 -0.001065 0.0075 -0.0088 0.0202 -1.576 -1.576 89.59 D27Z93P 0.0001086 -0.0001204 -0.0003829 0.0040 0.0142 0.0197 -1.325 -1.325 93.33 D28Z50P 0.01132 0.000479 -0.002451 0.0063 -0.0347 0.0132 -4.203 -4.214 50.35
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P
0 0.005144 0.006463 0.008487 0.008498 0.006282 0.008984 0.009203 0.01159 0.01157 0.01129 0.05298 0.05298 0.04184 0.04186 0.03148 0.03148 0.0219 0.02193 0.01337 0.01332 0.005971 0.006123 0.001413 0.00883 0.01709 0.02643 0.03645 0.0473 0.05862 0.004358 0.01019 0.01787 0.02672 0.03668 0.04734 0.05872 0.06515 0.0686 0.06853 0.06511 0.0745 0.07452 0.08073 0.08076 0.08708 0.08708 0.09355 0.09356 0.1002 0.1002 0.1069
0 330.9 -0.0004294 308.7 6.929e-005 7.394e-006 -0.0001645 -0.000361 -0.0003084 324.9 -0.0004402 -6.008e-005 9.853e-005 -6.289e-005 0.0001143 -7.622e-005 0.0001257 -7.207e-005 9.244e-005 -3.16e-005 8.668e-005 -1.578e-005 -6.064e-005 -2.415e-005 0.00156 4.118e-005 0.0005251 4.656e-005 0.0001952 7.707e-005 -0.003373 0.0003181 -0.00122 0.0001001 -0.0004179 -2.92e-006 -9.701e-005 0.0001051 -0.0001718 0.0003018 -3.598e-005 4.741e-005 0.0003587 3.694e-005 0.0002222 8.542e-005 0.0002298 6.97e-005 0.000135 0.0001128 0.0001308 0.0001046
0 -22.25 -0.0008297 -20.76 -0.001013 -0.000489 -0.001144 -0.001279 -0.0012 -21.84 -0.001254 0.001884 -0.006606 0.001669 -0.006278 0.001398 -0.005885 0.001068 -0.005408 0.0006658 -0.004858 0.0001984 -0.004195 -4.34e-005 -0.004577 0.0008915 -0.005675 0.00155 -0.006461 0.00198 -0.003813 0.0004412 -0.005139 0.001246 -0.006094 0.00179 -0.00675 -0.005656 0.0001682 -0.005103 0.0007847 0.0002597 -0.005239 0.0003525 -0.005346 0.0004197 -0.005452 0.0004883 -0.005531 0.0005353 -0.00561 0.0005849
0.0000 0.0000 0.0000 0.0000 -0.0011 0.0084 0.0000 0.0000 -0.0018 0.0130 0.0069 0.0023 0.0027 0.0015 -0.0005 0.0098 -0.0008 0.0152 0.0000 0.0000 -0.0006 -0.0261 -0.0023 0.1957 0.0082 0.1980 0.0015 0.1890 -0.0159 0.1822 0.0016 0.1659 0.0236 0.1789 -0.0015 0.1706 -0.0443 0.1438 0.0070 0.1110 0.0704 0.1645 -0.0086 0.1697 -0.1304 0.0583 -0.0015 0.1056 0.0109 0.1302 -0.0003 0.1504 0.0042 0.1666 -0.0011 0.1795 0.0023 0.1927 0.0010 0.1934 0.0033 0.1025 0.0008 0.1215 -0.0066 0.1459 0.0001 0.1639 -0.0016 0.1786 0.0001 0.1922 -0.0052 0.1981 -0.0319 0.1955 0.0061 0.2220 -0.0179 0.2239 0.0215 0.1944 -0.0080 0.2480 0.0063 0.2507 0.0011 0.2538 0.0019 0.2526 -0.0012 0.2579 0.0016 0.2578 -0.0003 0.2659 0.0024 0.2656 -0.0008 0.2701 0.0009 0.2702 -0.0006 0.2724
17:07:07 03/17/10
0.0000 0.0000 0.0077 0.0000 0.0108 0.0063 0.0141 0.0155 0.0188 0.0000 0.0242 0.0391 0.0647 0.0359 0.0607 0.0326 0.0567 0.0294 0.0527 0.0262 0.0487 0.0230 0.0447 0.0214 0.0467 0.0278 0.0547 0.0342 0.0627 0.0407 0.0427 0.0246 0.0507 0.0310 0.0587 0.0375 0.0667 0.0743 0.0440 0.0776 0.0431 0.0440 0.0769 0.0441 0.0761 0.0441 0.0754 0.0442 0.0746 0.0443 0.0739 0.0443
7.6 3.528 6.347 2.541 5.841 6.709 5.503 5.167 4.615 2.395 4.226 -1.272 1.378 -1.283 1.367 -1.294 1.356 -1.303 1.347 -1.312 1.338 -1.319 1.331 -1.324 1.334 -1.308 1.351 -1.289 1.372 -1.266 1.329 -1.315 1.343 -1.298 1.362 -1.278 1.384 0.9668 -0.6214 0.7585 -0.8366 -0.6155 0.7645 -0.6093 0.7708 -0.6029 0.7771 -0.5964 0.7836 -0.5898 0.7902 -0.5831
-7.6 0 323.9 -13.66 -6.341 18.73 302.9 5.53 -5.833 26.28 -6.703 13.34 -5.494 31.32 -5.159 36.32 -4.603 44.57 320.3 22.73 -4.215 50.35 -1.325 113.3 -1.325 113.3 -1.325 109.9 -1.325 109.9 -1.325 106.6 -1.325 106.6 -1.325 103.3 -1.325 103.3 -1.325 99.98 -1.325 99.98 -1.325 96.66 -1.325 96.66 -1.325 95 -1.323 98.32 -1.325 101.6 -1.324 105 -1.325 108.3 -1.325 111.6 -1.325 114.9 -1.328 95 -1.325 98.32 -1.326 101.6 -1.325 105 -1.325 108.3 -1.325 111.6 -1.325 114.9 -0.9016 116.9 -0.6902 118 -0.6897 118 -0.9017 117 -0.69 119.4 -0.6896 119.4 -0.69 120.8 -0.6898 120.8 -0.6899 122.2 -0.6898 122.2 -0.6899 123.6 -0.6899 123.6 -0.6899 125.1 -0.6899 125.1 -0.6899 126.5
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D81Z126P 0.1069 4.553e-005 D82Z128P 0.1137 -4.87e-005 D83Z128P 0.1137 0.0001528 D84Z131P 0.1282 0.0001976 D85Z131P 0.1282 -0.0001176 D86Z129P 0.1184 -7.809e-005 D87Z130P 0.1231 0.0002593 D88Z130P 0.1232 -0.0001962 D89Z129P 0.1183 0.0001705 D90Z141P 0.1898 -0.0001053 D91Z141P 0.1898 -6.317e-006 D92Z131P 0.1313 -8.755e-005 D93Z132P 0.1344 0.0001932 D94Z133P 0.1376 -0.0001033 D95Z133P 0.1409 0.0001543 D96Z134P 0.1443 -8.296e-005 D97Z134P 0.1477 0.0001175 D98Z135P 0.1511 -7.2e-005 D99Z135P 0.1545 8.044e-005 D100Z136P 0.158 -5.915e-005 D101Z136P 0.1615 4.324e-005 D102Z137P 0.165 -4.698e-005 D103Z138P 0.1686 6.03e-006 D104Z138P 0.1721 -3.486e-005 D105Z139P 0.1757 -3.103e-005 D106Z139P 0.1792 -2.32e-005 D107Z140P 0.1827 -6.811e-005 D108Z140P 0.1862 -1.191e-005 D109Z92P -9.719e-005 0.0002252 D111Z88P 0.0003261 0.0005871 D113Z84P 0.001333 0.0003453 D115Z79P 0.002719 0.0004513 D117Z72P 0.007562 0.001477 D119Z62P 0.02237 0.0004268 D121Z9P 0.005151 0.0004915 D122Z9P 0.006002 0.000371 D123Z132P 0.1344 -0.0001035 D124Z133P 0.1409 -9.11e-005 D125Z134P 0.1477 -7.792e-005 D126Z135P 0.1545 -6.542e-005 D127Z136P 0.1615 -5.309e-005 D128Z138P 0.1686 -4.087e-005 D129Z139P 0.1757 -2.897e-005 D130Z140P 0.1827 -1.753e-005 D131Z92P -0.001332 0.001175 D132Z88P 0.0002759 -0.0007904 D133Z84P 0.0009015 -0.00023 D134Z79P 0.003327 -0.0005464 D135Z72P 0.004247 -0.0005247 D136Z62P 0.02237 -0.0003741 D137Z93P 0 0 D138Z93P 0.0002839 3.335e-005
-0.005666 -0.005722 0.0006191 -0.0007557 -0.004425 -0.005302 -0.0002844 -0.004865 0.0001798 -0.0004361 -0.004877 -0.004497 -0.0006509 -0.004615 -0.0005718 -0.004706 -0.000517 -0.00477 -0.0004779 -0.004818 -0.0004518 -0.00485 -0.000438 -0.00487 -0.0004356 -0.004875 -0.0004359 -0.004877 -0.0006821 -0.001286 -0.001727 -0.002101 -0.002625 -0.00346 -0.0002798 -0.0007221 -0.004556 -0.00466 -0.004739 -0.004794 -0.004834 -0.00486 -0.004874 -0.004876 -0.003444 -0.002724 -0.002381 -0.001956 -0.001773 -0.0005487 0 -0.003568
0.0050 0.0009 -0.0015 0.0001 -0.0082 -0.0054 0.0063 -0.0090 0.0026 0.0019 -0.0006 0.0006 0.0029 -0.0010 0.0026 -0.0006 0.0023 -0.0007 0.0023 -0.0006 0.0022 -0.0006 0.0022 -0.0006 0.0020 -0.0006 0.0019 -0.0006 0.0187 -0.0103 0.0095 -0.0017 0.0018 0.0068 0.0010 -0.0002 0.0013 -0.0012 -0.0005 -0.0007 -0.0006 -0.0006 -0.0006 -0.0006 -0.0242 0.0005 -0.0030 -0.0056 0.0007 -0.0032 0.0000 -0.1214
17:07:07 03/17/10
0.2718 0.0731 0.2739 0.0724 0.2753 0.0444 0.3103 0.0407 0.3127 0.0761 0.2806 0.0740 0.2873 0.0424 0.2877 0.0758 0.2727 0.0444 0.3635 0.0407 0.3636 0.0760 0.3217 0.0761 0.3287 0.0407 0.3367 0.0761 0.3439 0.0407 0.3500 0.0760 0.3525 0.0407 0.3542 0.0760 0.3580 0.0407 0.3611 0.0760 0.3634 0.0407 0.3651 0.0760 0.3666 0.0407 0.3677 0.0760 0.3656 0.0407 0.3632 0.0760 0.3635 0.0407 0.3636 0.0760 0.0026 0.0192 -0.0040 0.0207 -0.0183 0.0194 -0.0248 0.0194 -0.0095 0.0167 -0.0530 0.0171 0.0307 0.0018 0.0302 -0.0001 0.3286 0.0761 0.3434 0.0761 0.3524 0.0760 0.3584 0.0760 0.3633 0.0760 0.3662 0.0760 0.3655 0.0760 0.3639 0.0760 -0.0026 0.0395 -0.0037 0.0396 -0.0176 0.0384 -0.0221 0.0362 -0.0081 0.0328 -0.0390 0.0303 0.0000 0.0000 0.1377 -0.0110
0.7969 0.8037 -0.5763 -0.2218 0.4782 0.695 -0.3402 0.5865 -0.4583 -0.1602 0.5398 0.4813 -0.2156 0.4876 -0.2091 0.4943 -0.2023 0.5011 -0.1955 0.508 -0.1885 0.515 -0.1814 0.5221 -0.1743 0.5292 -0.1673 0.5362 -1.44 -1.692 -1.966 -2.313 -2.753 -3.382 7.028 -7.016 0.4844 0.4909 0.4977 0.5045 0.5115 0.5186 0.5257 0.5327 1.438 1.693 1.969 2.319 2.765 3.427 1.325 1.325
-0.69 -0.69 -0.6898 -0.3498 -0.3501 -0.5767 -0.4631 -0.4635 -0.5765 -0.3501 -0.35 -0.3501 -0.3498 -0.3501 -0.3498 -0.3501 -0.3499 -0.3501 -0.3499 -0.3501 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.3501 -0.35 -1.44 -1.692 -1.967 -2.315 -2.759 -3.404 -7.022 -7.022 -0.3501 -0.3501 -0.3501 -0.3501 -0.3501 -0.35 -0.35 -0.35 -1.439 -1.693 -1.968 -2.316 -2.761 -3.405 1.457e-011 1.325
126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D139Z9P 330.9 0.0004941 D140Z13P 504.9 1.383e-005 D141Z26P 308.7 6.966e-005 D142Z31P 456.7 -0.0001871 D143Z45P 324.9 -0.0003101 D144Z50P 490.8 -0.0004445 D145Z68P 0.005974 -0.0006394 D146Z55P 0.008463 -0.0004802 D147Z75P 0.002605 -0.0002002 D148Z81P 0.0005862 -0.000238 D149Z86P -8.214e-005 4.309e-005 D150Z90P -0.0006081 0.0001914 D151Z9P 330.9 -0.0003912 D152Z9P 0.005499 -0.0003895 D153Z0P 0 0 D154Z19P 0.006269 0.0003376 D155Z26P 308.7 -0.0003208 D156Z26P 0.007577 -0.0003207 D157Z13P 0.006469 1.64e-005 D158Z31P 0.007857 -0.0002099 D159Z36P 0.007926 -0.0001406 D160Z45P 0.00932 -0.0004989 D161Z45P 324.9 -0.0004971 D162Z50P 0.008926 -0.000449 D163Z113P 0.05321 0.0001393 D164Z110P 0.04209 0.0001906 D165Z107P 0.03171 0.0001453 D166Z103P 0.02213 0.0001515 D167Z100P 0.01348 0.0001044 D168Z97P 0.006222 0.0001674 D169Z98P 0.008963 -0.001406 D170Z105P 0.02665 -0.0002639 D171Z112P 0.04753 9.686e-005 D172Z95P 0.004417 0.003432 D173Z102P 0.01806 0.00144 D174Z108P 0.03691 0.0007025 D175Z115P 0.05894 0.0004027 D176Z117P 0.06542 0.0002625 D177Z118P 0.06888 0.0001152 D178Z119P 0.07471 0.0003504 D179Z121P 0.08088 0.0002547 D180Z122P 0.08715 0.0002471 D181Z124P 0.09357 0.0001508 D182Z125P 0.1002 0.0001399 D183Z126P 0.1068 5.736e-005 D184Z128P 0.1136 5.306e-005 D185Z131P 0.1278 -0.0001419 D186Z129P 0.1181 -1.043e-005 D187Z130P 0.1229 1.894e-005 D188Z141P 0.1898 -5.929e-006 D189Z131P 0.1309 -6.82e-005 D190Z133P 0.1373 -6.14e-005
22.25 33.94 20.75 30.7 21.84 32.99 -0.001671 -0.001433 -0.001985 -0.002345 -0.002669 -0.003072 22.25 -0.0001816 0 -0.0007034 20.75 -0.0009378 -0.0003677 -0.001086 -0.001234 -0.00127 21.84 -0.001354 -0.006613 -0.006288 -0.0059 -0.00543 -0.004891 -0.00424 -0.004615 -0.005694 -0.006469 -0.003863 -0.005165 -0.006106 -0.006756 -0.005637 -0.005056 -0.005181 -0.005305 -0.005398 -0.00549 -0.005559 -0.005625 -0.005673 -0.004434 -0.005281 -0.004859 -0.004884 -0.004499 -0.004617
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17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1311 0.0745 -0.0021 -0.0114 -0.0022 -0.0346 0.0000 0.0309 0.0000 0.0029 0.0000 0.0083 -0.0012 -0.0000 0.0045 0.0106 0.0000 -0.0289 0.1984 0.1821 0.1791 0.1442 0.1656 0.0596 0.1314 0.1669 0.1927 0.1040 0.1466 0.1786 0.1948 0.1913 0.2191 0.2453 0.2510 0.2551 0.2633 0.2673 0.2704 0.2729 0.3095 0.2682 0.2811 0.3660 0.3226 0.3391
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0175 -0.0022 -0.0100 -0.0113 -0.0121 -0.0115 0.0000 0.0009 0.0000 -0.0021 0.0000 -0.0027 -0.0022 -0.0042 -0.0043 -0.0050 0.0000 -0.0084 -0.0321 -0.0286 -0.0251 -0.0216 -0.0181 -0.0145 -0.0163 -0.0233 -0.0304 -0.0128 -0.0198 -0.0269 -0.0339 -0.0356 -0.0362 -0.0363 -0.0364 -0.0366 -0.0367 -0.0368 -0.0369 -0.0370 -0.0331 -0.0370 -0.0349 -0.0331 -0.0331 -0.0331
337.9 511.6 314.5 462.2 329.5 495 3.037 3.892 2.536 2.133 1.826 1.576 337.9 7.028 7.6 6.347 314.5 5.84 6.71 5.502 5.166 4.613 329.5 4.224 1.378 1.367 1.357 1.347 1.338 1.331 1.334 1.352 1.373 1.329 1.343 1.362 1.384 0.9671 0.7589 0.7647 0.7709 0.7771 0.7836 0.7902 0.7968 0.8036 0.4778 0.6948 0.5862 0.5398 0.4809 0.4873
-3.522 1.383e-005 -2.533 -0.0001871 -2.383 -0.0004445 3.031 3.883 2.534 2.132 1.827 1.577 3.522 7.022 7.6 6.341 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.214 1.325 1.325 1.325 1.325 1.325 1.325 1.324 1.325 1.325 1.328 1.326 1.326 1.325 0.9019 0.6901 0.6904 0.6903 0.6902 0.6902 0.6901 0.6901 0.6901 0.3499 0.5767 0.4634 0.35 0.3499 0.3499
30.84 47.28 47.04 62.02 66.42 83.35 67.95 55.28 75.35 81.32 85.87 89.59 30.84 8.59 0 18.73 47.04 26.28 13.34 31.32 36.32 44.57 66.42 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5
Helman O. Mozo
Page
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409 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P
0.144 0.1509 0.1578 0.1649 0.1721 0.1792 0.1863 0.1341 0.1406 0.1474 0.1543 0.1614 0.1685 0.1756 0.1827 -0.001558 3.268e-005 0.0003614 0.001696 0.002384 0.02093 0 9.553e-005 0.005434 0.005562 0.007565 0.007843 0.009308 0.008918 0.005926 0.008288 0.00252 0.0008211 -0.0003428 -0.0002183 0.006408 0.0065 0 0.005738 0.008336 0.008398 0.00673 0.008021 0.007634 0.009919 0.009904 0.008954 0.0532 0.04207 0.0317 0.02211 0.01353
-5.729e-005 -5.247e-005 -4.512e-005 -3.758e-005 -2.987e-005 -2.181e-005 -1.112e-005 -9.23e-005 -8.328e-005 -7.211e-005 -6.116e-005 -5.001e-005 -3.888e-005 -2.791e-005 -1.697e-005 -0.00124 0.0005644 -0.0001532 -0.0002084 -0.000427 -0.000282 0 0.0001148 -330.9 -157 -308.7 -160.7 -324.9 -159 0.000663 0.0006533 0.0001864 -1.132e-005 0.0001486 -0.0005712 330.9 -0.0005058 0 0.0002747 308.7 -0.00021 -0.000157 0.0001768 0.0004319 -8.275e-005 324.9 0.000432 -9.807e-005 -9.709e-005 -9.733e-005 -9.389e-005 -0.0001073
-0.004708 -0.004775 -0.004822 -0.004855 -0.004875 -0.004882 -0.004884 -0.004565 -0.004669 -0.004747 -0.004802 -0.004842 -0.004868 -0.004881 -0.004883 -0.003529 -0.00283 -0.002516 -0.002169 -0.001964 -0.0006258 0 -0.0003342 -22.25 -10.55 -20.76 -10.8 -21.84 -10.69 -0.002383 -0.002369 -0.002121 -0.001778 -0.001361 -0.0009804 22.25 -0.0008461 0 -0.001076 20.75 -0.001593 -0.001025 -0.001726 -0.001817 -0.002259 21.84 -0.002326 0.001882 0.001669 0.001403 0.001081 0.0006879
-0.0009 -0.0008 -0.0008 -0.0007 -0.0007 -0.0006 -0.0006 0.0006 0.0001 0.0000 -0.0002 -0.0002 -0.0002 -0.0003 -0.0005 0.0190 -0.0056 -0.0009 0.0022 -0.0042 0.0029 0.0000 -0.0027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0010 0.0004 -0.0037 0.0056 -0.0061 0.0000 0.0000 0.0000 -0.0001 0.0000 -0.0005 -0.0068 -0.0064 0.0005 -0.0016 0.0000 -0.0071 0.0022 -0.0018 -0.0017 0.0017 -0.0063
17:07:07 03/17/10
0.3519 0.3573 0.3636 0.3675 0.3695 0.3664 0.3662 0.3319 0.3462 0.3550 0.3605 0.3658 0.3691 0.3681 0.3660 0.0030 -0.0045 -0.0094 -0.0254 -0.0005 -0.0423 0.0000 0.0163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1280 0.0762 -0.0000 -0.0131 -0.0056 -0.0012 0.0000 0.0308 0.0000 0.0060 0.0000 0.0111 -0.0141 -0.0098 0.0071 0.0116 0.0000 -0.0341 0.1950 0.1889 0.1661 0.1712 0.1118
-0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0104 -0.0121 -0.0116 -0.0118 -0.0097 -0.0108 0.0000 -0.0307 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0319 -0.0139 -0.0259 -0.0285 -0.0302 -0.0304 0.0000 -0.0009 0.0000 -0.0060 0.0000 -0.0082 -0.0051 -0.0110 -0.0120 -0.0144 0.0000 -0.0191 -0.0528 -0.0491 -0.0454 -0.0417 -0.0381
0.494 0.5009 0.5078 0.5149 0.5221 0.5292 0.5363 0.4841 0.4906 0.4974 0.5043 0.5114 0.5185 0.5256 0.5327 1.438 1.692 1.968 2.318 2.763 3.426 1.9e-015 -1.325 3.528 0.005562 2.54 0.007843 2.392 0.008918 -3.025 -3.875 -2.531 -2.132 -1.827 -1.577 -3.516 -7.016 -7.6 -6.335 -2.524 -5.824 -6.696 -5.486 -5.151 -4.593 -2.373 -4.206 -1.272 -1.283 -1.293 -1.303 -1.311
0.3499 133.7 0.3499 134.8 0.35 135.9 0.35 137 0.35 138.1 0.35 139.2 0.35 140.3 0.3499 132 0.3499 133.1 0.3499 134.2 0.3499 135.3 0.3499 136.4 0.35 137.5 0.35 138.6 0.35 139.8 1.439 91.62 1.693 87.87 1.968 83.77 2.316 78.59 2.76 71.98 3.404 62.4 1.325 93.33 1.325 93.33 -323.9 -13.66 -150.2 2.788 -302.9 5.53 -155.2 20.52 -320.3 22.73 -154.8 39.66 3.032 67.95 3.884 55.28 2.534 75.35 2.132 81.32 1.827 85.87 1.576 89.59 337.9 30.84 7.022 8.589 7.6 0 6.341 18.73 314.5 47.04 5.833 26.28 6.703 13.34 5.495 31.32 5.159 36.32 4.603 44.57 329.5 66.41 4.215 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.98
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P
0.006069 0.01033 0.02694 0.04756 0.001459 0.01728 0.03667 0.05884 0.06541 0.06886 0.07473 0.0809 0.08714 0.09357 0.1002 0.1068 0.1135 0.1278 0.1181 0.1228 0.1898 0.1309 0.1373 0.144 0.1509 0.1578 0.1649 0.1721 0.1792 0.1863 0.1341 0.1406 0.1474 0.1543 0.1614 0.1685 0.1756 0.1827 -0.0001665 -0.0001629 0.0003791 0.00192 0.002501 0.02096 0 330.9 818.8 308.7 778.1 324.9 808.8 330.9
-6.591e-005 0.0002326 0.0099 0.1713 -0.0344 -0.0004327 0.0004688 0.0002 0.1227 -0.0362 -0.0002719 0.001254 0.0001 0.1642 -0.0436 -0.0001523 0.001788 -0.0001 0.1922 -0.0509 -1.975e-005 -2.492e-006 0.0029 0.1075 -0.0326 -0.0001966 0.0009082 0.0008 0.1511 -0.0399 -0.0002161 0.001552 0.0009 0.1795 -0.0473 -0.0002082 0.001977 -0.0030 0.1958 -0.0546 -0.0001587 0.0007526 -0.0227 0.1989 -0.0611 -3.47e-005 0.0001416 -0.0140 0.2212 -0.0640 5.376e-005 0.0002468 0.0022 0.2462 -0.0634 1.305e-005 0.000325 -0.0009 0.2502 -0.0628 7.425e-005 0.0004059 -0.0011 0.2551 -0.0623 5.959e-005 0.0004629 -0.0004 0.2630 -0.0617 0.0001078 0.000521 -0.0014 0.2676 -0.0611 9.717e-005 0.0005619 0.0017 0.2693 -0.0606 7.998e-005 0.0006041 -0.0019 0.2705 -0.0600 0.0002181 -0.0007332 -0.0072 0.3122 -0.0645 0.00012 0.0001689 -0.0085 0.2750 -0.0620 9.338e-005 -0.000277 -0.0122 0.2825 -0.0640 -0.000105 -0.0004126 0.0019 0.3662 -0.0644 0.0002291 -0.0006749 0.0032 0.3238 -0.0645 0.0001604 -0.0005834 0.0015 0.3392 -0.0645 0.0001335 -0.0005165 0.0019 0.3525 -0.0645 9.576e-005 -0.0004714 0.0018 0.3567 -0.0645 6.025e-005 -0.000439 0.0019 0.3636 -0.0644 2.388e-005 -0.0004192 0.0019 0.3676 -0.0644 -1.244e-005 -0.0004112 0.0019 0.3702 -0.0644 -4.917e-005 -0.0004121 0.0019 0.3657 -0.0644 -8.63e-005 -0.0004125 0.0019 0.3661 -0.0644 0.0001854 -0.0006294 0.0041 0.3311 -0.0645 0.0001493 -0.0005501 0.0012 0.3460 -0.0645 0.0001141 -0.0004949 0.0020 0.3551 -0.0645 7.82e-005 -0.0004554 0.0018 0.3609 -0.0645 4.204e-005 -0.0004292 0.0019 0.3659 -0.0644 5.76e-006 -0.0004154 0.0019 0.3687 -0.0644 -3.074e-005 -0.0004126 0.0019 0.3682 -0.0644 -6.77e-005 -0.0004124 0.0019 0.3664 -0.0644 -0.0001702 -0.0006201 -0.0173 0.0061 -0.0298 -0.0003912 -0.001176 0.0121 0.0061 -0.0305 8.158e-005 -0.001567 -0.0070 -0.0159 -0.0293 -5.497e-005 -0.001967 0.0000 -0.0199 -0.0283 0.0002201 -0.002149 0.0019 -0.0014 -0.0249 0.0002748 -0.003354 -0.0040 -0.0417 -0.0239 0 0 0.0000 0.0000 0.0000 -0.0004953 -22.25 0.0000 0.0000 0.0000 -1.452e-005 -55.05 0.0000 0.0000 0.0000 -0.0002035 -20.76 0.0000 0.0000 0.0000 0.0002187 -52.31 0.0000 0.0000 0.0000 -8.225e-005 -21.84 0.0000 0.0000 0.0000 0.0004554 -54.38 0.0000 0.0000 0.0000 0.0003654 -22.25 0.0000 0.0000 0.0000
17:07:07 03/17/10
-1.319 1.325 96.66 -1.315 1.325 98.32 -1.298 1.325 105 -1.277 1.325 111.6 -1.324 1.325 95 -1.308 1.325 101.6 -1.288 1.325 108.3 -1.266 1.325 114.9 -0.8363 0.9015 117 -0.6211 0.69 118 -0.6153 0.6901 119.4 -0.6091 0.69 120.8 -0.6029 0.6901 122.2 -0.5964 0.6901 123.6 -0.5898 0.6901 125.1 -0.5832 0.6901 126.5 -0.5765 0.6901 127.9 -0.2222 0.3502 130.9 -0.4586 0.5768 128.9 -0.3405 0.4634 129.9 -0.1602 0.3499 140.9 -0.2191 0.3502 131.4 -0.2127 0.3502 132.6 -0.206 0.3501 133.7 -0.1991 0.3501 134.8 -0.1922 0.3501 135.9 -0.1851 0.35 137 -0.1779 0.35 138.1 -0.1708 0.35 139.2 -0.1637 0.3499 140.3 -0.2159 0.3502 132 -0.2094 0.3501 133.1 -0.2026 0.3501 134.2 -0.1957 0.3501 135.3 -0.1886 0.35 136.4 -0.1815 0.35 137.5 -0.1744 0.35 138.7 -0.1673 0.3499 139.8 -1.44 1.44 91.63 -1.692 1.692 87.87 -1.967 1.968 83.77 -2.314 2.316 78.59 -2.758 2.761 71.98 -3.384 3.405 62.4 -1.325 1.457e-011 93.33 323.9 3.522 -13.66 812.1 -1.452e-005 -41.71 302.9 2.533 5.529 772.6 0.0002187 -20.99 320.3 2.383 22.73 804.6 0.0004554 -4.021 323.9 -3.522 -13.66
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Page
Job
411 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
308.7 0.0005363 324.9 0.0009398 0.1313 0.0002351 0.1376 0.0001937 0.1443 0.0001498 0.1511 0.000109 0.158 6.842e-005 0.165 2.804e-005 0.1721 -1.217e-005 0.1792 -4.975e-005 0.1862 -8.697e-005
-20.76 0.0000 -21.84 0.0000 -0.0007033 -0.0004 -0.0006115 0.0017 -0.0005445 0.0016 -0.0004975 0.0017 -0.0004649 0.0018 -0.000445 0.0018 -0.0004369 0.0018 -0.0004358 0.0019 -0.0004361 0.0019
17:07:07 03/17/10
0.0000 0.0000 0.3198 0.3367 0.3494 0.3548 0.3611 0.3650 0.3670 0.3639 0.3637
0.0000 0.0000 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407
302.9 320.3 -0.2187 -0.2124 -0.2057 -0.1989 -0.192 -0.185 -0.1779 -0.1708 -0.1638
-2.532 -2.382 -0.3498 -0.3498 -0.3499 -0.3499 -0.3499 -0.35 -0.35 -0.35 -0.3501
5.529 22.73 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -57.09 0.0 0.00 0.0 51.47 0.0 0.0 76.87 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -9.62 0.0 2.92 0.0 20.11 0.0 0.0 22.49 0.0 -0.32 0.0 -1.3 0.0 0.10 0.0 0.0 D29Z0P -23.92 0.0 10.96 0.0 122.89 0.0 0.0 125.68 0.0 0.52 0.0 -1.1 0.0 0.09 0.0 0.0 D137Z93P -0.20 0.0 -0.27 0.0 76.50 0.0 0.0 76.50 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -23.28 0.0 -10.32 0.0 113.88 0.0 0.0 116.69 0.0 -0.52 0.0 -1.2 0.0 -0.11 0.0 0.0 D212Z93P -55.26 0.0 0.00 0.0 51.43 0.0 0.0 75.49 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -9.20 0.0 -3.63 0.0 30.17 0.0 0.0 31.75 0.0 0.32 0.0 -1.5 0.0 -0.10 0.0 0.0 D287Z93P -0.20 0.0 0.34 0.0 2.24 0.0 0.0 2.27 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.2044 0.0000 -0.7215 56.8869 -0.0000 -50.7457 0.0000 0.0000 0.0000 D1Z93P 0.4410 0.0000 -1.5518 -0.4410 -0.0000 1.5518 0.0003 -0.0000 -0.0035 D2Z0P 0.6648 0.0000 -2.3451 8.9570 -2.9238 -17.7694 0.0000 0.0000 0.0000 D3Z9P 0.6648 0.0000 -2.3451 -0.6648 -0.3309 2.3673 0.0060 -330.9146 22.2460 D4Z13P 0.6648 0.0000 -2.3451 -0.6648 0.1570 2.3345 0.0055 156.9508 -10.5523 D5Z19P 3.5766 0.0000 -7.1977 -3.5766 -0.0000 7.1977 0.0060 -0.0002 -0.0010 D6Z26P 0.6202 0.0000 -2.4009 -0.6202 -0.3087 2.4216 0.0094 -308.7015 20.7524 D7Z31P 0.6202 0.0000 -2.4009 -0.6202 0.1607 2.3901 0.0090 160.6866 -10.8044 D8Z26P 2.9445 0.0000 -4.8526 -2.9445 0.0000 4.8526 0.0095 0.0005 -0.0015 D9Z13P 1.2554 0.0000 -3.5931 -1.2554 0.0000 3.5931 0.0065 0.0001 -0.0009 D10Z31P 4.3376 0.0000 -6.4009 -4.3376 0.0000 6.4009 0.0092 0.0003 -0.0017 D11Z36P 1.7853 0.0000 -5.1266 -1.7853 0.0000 5.1266 0.0089 0.0001 -0.0018 D12Z45P 0.6527 0.0000 -2.3757 -0.6527 0.0000 2.3757 0.0122 0.0009 -0.0024 D13Z45P 0.6527 0.0000 -2.3757 -0.6527 -0.3249 2.3976 0.0122 -324.8785 21.8395 D14Z50P 0.6527 0.0000 -2.3757 -0.6527 0.1590 2.3650 0.0113 159.0030 -10.6917 D15Z55P 1.5674 0.0000 -5.7010 -1.5674 0.0000 5.7010 0.0106 0.0003 -0.0025 D16Z68P 3.4875 0.0000 -5.2755 -3.4875 -0.0000 5.2755 0.0082 -0.0003 -0.0015 D17Z68P 3.4875 0.0000 -5.2755 -3.4875 0.0000 5.2755 0.0081 0.0002 -0.0026
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P
3.5847 0.8668 3.0194 0.7053 0.7053 0.5513 0.5513 0.4829 0.4829 0.4410 0.6527 0.6648 0.6648 1.2850 0.6202 0.6202 0.6648 0.6202 1.2729 0.6527 0.6527 0.6527 0.2285 0.2285 0.2271 0.2271 0.2352 0.2352 0.2336 0.2336 0.2226 0.2226 0.2044 0.2044 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2075 0.3078 0.3078 0.2075
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P
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17:07:07 03/17/10
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Helman O. Mozo
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Job
414 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
415 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
416 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P
1.2554 2.9968 1.2729 0.6527 0.6527 0.6527 0.2285 0.2271 0.2352 0.2336 0.2226 0.2044 0.4269 1.1055 0.4555 0.2044 0.4562 0.4622 0.4360 0.2075 0.3078 0.2009 1.2725 0.2019 0.1995 1.2761 0.1976 0.1846 0.1176 0.0856 0.0856 0.0344 0.0320 0.0320 0.0321 0.0321 0.0322 0.0322 0.0323 0.0323 0.0344 0.0640 0.0641 1.0700 0.0643 0.0644 0.0645 1.0773 0.0667 0.2367 1.6344 1.6792
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
417 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.4003 0.4666 2.9836 0.2044 0.6648 0.6648 0.6202 0.6202 0.6527 0.6527 0.6648 0.6202 0.6527 0.0320 0.0320 0.0321 0.0321 0.0322 0.0322 0.0323 0.0323 0.0344
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17:07:07 03/17/10
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1.3261 1.5702 3.7052 -1.5141 2.3228 2.2900 2.3801 2.3486 2.3539 2.3213 2.3228 2.3801 2.3539 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 22.44 -7244.53 409.02 3072.56 -47.21 -2431.72 210.89 D128P 22.44 -3072.56 47.21 -1711.48 724.86 -2343.71 378.24 D129P 22.44 760.14 -306.42 530.77 170.89 643.62 -67.57 D130P 22.44 -209.49 32.22 125.26 261.57 -34.21 119.34 D131P 22.44 260.78 398.00 -210.71 -260.05 15.37 42.36 D132P 22.44 -283.46 -598.13 1602.65 2960.58 325.81 583.47 D133P 22.44 -1602.65 -2960.58 -2576.20 -4958.31 -748.95 -1419.25 D134P 22.43 370.94 -660.42 1592.89 -3087.29 396.55 -756.77 D135P 22.43 370.94 660.42 -77.74 -229.63 50.50 74.20 D136P 22.43 77.74 229.63 116.66 307.02 23.44 64.72 D137P 22.43 -116.66 -307.02 -52.11 -33.05 -33.60 -67.71 D138P 22.43 52.11 33.05 -36.02 -363.13 3.18 -65.26 D139P 22.43 36.02 363.13 68.41 442.00 13.77 106.16 D140P 22.43 -68.41 -442.00 -90.38 -128.03 -29.30 -105.18 D141P 22.43 90.38 128.03 -207.44 -765.85 -24.53 -133.67 D142P 22.43 207.44 765.85 439.81 1182.86 75.01 225.84 D143P 61.06 -11614.62 8134.43 -4407.58 3509.82 -9651.93 7014.61 D144P 290.18 14.75 396.45 2551.85 -1056.71 2425.39 -623.94 D145P 61.06 5409.08 -4836.24 11614.62 -8134.44 10224.45 -7790.20 D146P 61.06 4407.58 -3509.82 -3211.64 4022.63 720.45 308.93 D147P 61.06 2115.33 -1290.39 -502.22 1098.78 971.75 -115.43 D148P 61.07 1127.60 -604.96 143.74 502.06 765.87 -61.99 D149P -20.58 -163.29 -37.19 -231.77 409.43 -278.07 262.01
0.0019 0.0025 0.0210 0.0000 330.9213 818.7863 308.7107 778.0994 324.8901 808.7732 330.9210 308.7114 324.8917 0.1313 0.1376 0.1443 0.1511 0.1580 0.1650 0.1721 0.1792 0.1862
-0.0001 0.0002 0.0003 0.0000 -0.0005 -0.0000 -0.0002 0.0002 -0.0001 0.0005 0.0004 0.0005 0.0009 0.0002 0.0002 0.0001 0.0001 0.0001 0.0000 -0.0000 -0.0000 -0.0001
-0.0020 -0.0021 -0.0034 0.0000 -22.2486 -55.0480 -20.7560 -52.3133 -21.8443 -54.3761 -22.2485 -20.7560 -21.8444 -0.0007 -0.0006 -0.0005 -0.0005 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004
Helman O. Mozo
Page
Job
418 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P
-20.58 13.42 -0.02 -0.01 290.18 22.44 22.44 22.44 22.44 22.44 61.06 61.06 61.06 61.06 61.06 61.06 61.07 61.07 -20.58 -20.58 -20.58 -20.57 -20.57 13.42 13.42 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52
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17:07:07 03/17/10
664.69 1792.03 175.96 281.53 94.83 -257.50 -0.15 -36.77 -400.07 175.58 -583.29 1125.65 146.01 253.57 -140.86 -240.67 -152.36 -96.32 549.57 -241.72 1935.15 -2681.85 2500.65 -656.37 -3775.38 1692.28 -24.82 -544.59 1473.22 -255.57 -1825.14 502.68 -365.92 -275.31 995.06 -45.34 261.88 -82.50 -391.29 -143.67 352.63 -38.63 97.84 -57.78 166.07 22.16 -160.01 -256.28 272.45 102.93 -24.37 -86.72 6.06 -27.85 -1.49 161.87 0.42 -36.48 -0.01 21.85 0.04 212.60 0.03 11.47 94.83 146.31 -24.37 19.04 6.06 -193.22 -1.49 -38.20 0.42 10.87 -0.15 1.25 -0.01 -215.93 0.04 -60.11 0.03 1.20 -2293.18 -338.75 -2205.17 -506.09 1114.23 -369.66 381.05 -608.42 -77.50 86.73 381.44 -654.15 -838.79 1511.92 443.84 803.65 74.19 -102.26 5.28 -40.79 -16.37 43.72
Helman O. Mozo
Page
Job
419 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D319P -6.52 D320P -6.52 D321P -6.52 D322P -6.52 D323P -6.52 D324P -53.69 D325P -133.52 D326P -53.69 D327P -53.69 D328P -53.69 D329P -53.69 D330P -3.37 D331P -3.37 D332P -0.11 D333P 0.01 D334P 0.00 D335P -133.52 D336P -6.52 D337P -6.52 D338P -6.52 D339P -6.52 D340P -6.52 D341P -53.69 D342P -53.69 D343P -53.69 D344P -53.69 D345P -53.69 D346P -53.69 D347P -53.69 D348P -53.69 D349P -3.37 D350P -3.37 D351P -3.37 D352P -3.37 D353P -3.37 D354P -0.11 D355P -0.11 D356P 0.01 D357P 0.01 D358P 0.01 D359P 0.01 D360P 0.00 D361P 0.00 D362P 0.00 D363P 0.01 D364P 0.01 D365P 0.01 D366P 0.01 D367P 0.01 D368P 0.00 D369P 0.00 D370P 0.00
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17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
420 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D371P 0.00 D489P -17.22 D490P -17.22 D491P -17.22 D492P -17.22 D493P -17.21 D494P -17.21 D495P -17.21 D496P -17.21 D497P -17.21 D498P -17.21 D499P -17.21 D500P -17.21 D501P -17.21 D502P -17.21 D503P -17.21 D504P -17.21 D505P -56.06 D506P -259.18 D507P -56.06 D508P -56.06 D509P -56.06 D510P -56.06 D511P 15.52 D512P 15.52 D513P -14.43 D514P 0.02 D515P 0.01 D516P -259.18 D517P -17.21 D518P -17.21 D519P -17.21 D520P -17.22 D521P -17.22 D522P -56.06 D523P -56.06 D524P -56.06 D525P -56.06 D526P -56.06 D527P -56.06 D528P -56.06 D529P -56.06 D530P 15.52 D531P 15.52 D532P 15.52 D533P 15.52 D534P 15.51 D535P -14.43 D536P -14.44 D537P 0.02 D538P 0.02 D539P 0.01
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17:07:07 03/17/10
2.14 8.35 410.11 -291.73 164.92 -459.08 -990.98 -413.82 -422.77 -580.53 -109.05 72.69 -487.50 -648.62 879.99 1512.26 -434.03 805.58 -13.41 -100.97 -60.06 -44.47 42.91 44.61 83.15 76.05 -104.83 -110.43 95.88 114.71 100.76 140.04 -161.42 -242.69 -907.45 -7105.17 -1906.49 465.20 856.41 5377.30 1449.78 9.48 996.59 286.27 542.54 316.92 -195.58 140.04 439.20 1182.70 -157.40 -251.92 111.66 -209.09 -0.14 37.86 158.18 -113.02 664.77 -1187.64 -10.45 -318.72 298.23 355.73 891.81 606.87 274.82 741.88 -1553.05 2376.79 1111.38 784.82 -911.88 -1994.73 -994.05 274.25 856.02 452.58 -687.17 -705.35 -558.59 -344.21 802.08 215.58 186.48 250.94 -281.10 -308.43 252.32 95.71 60.97 53.96 154.79 -19.25 126.95 251.35 -282.55 -96.08 -28.36 53.11 7.08 108.93 -1.77 262.92
Helman O. Mozo
Page
Job
421 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P
0.01 0.01 0.00 0.00 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 49.13 157.76 49.13 49.13 49.14 49.14 1.50 1.50 0.76 -0.01 -0.01 157.76 11.28 11.28 11.28 11.28 11.28 49.13 49.13 49.13 49.14 49.14 49.14
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17:07:07 03/17/10
0.51 47.48 -0.02 87.37 0.03 243.81 0.05 24.86 111.66 -14.88 -28.36 -121.48 7.08 -315.73 -1.77 -126.66 0.51 -68.39 -0.14 -68.77 -0.02 -268.52 0.03 -78.34 0.05 -4.22 388.51 332.88 143.33 500.23 -950.49 315.60 -404.18 628.91 -285.66 53.49 -1178.98 1349.46 1037.27 -1673.04 -414.02 -783.41 6.22 77.35 -79.78 69.60 60.68 -68.11 89.86 -86.84 -113.43 122.65 99.45 -116.97 82.74 -124.99 -140.77 222.05 910.20 -7098.68 -2311.32 237.10 -855.01 5376.02 -1447.02 15.70 -997.21 286.15 -549.68 312.84 -221.39 524.83 -1492.22 1265.44 -252.61 -26.15 -497.86 -33.46 -58.44 -20.42 337.03 -198.13 658.84 1178.88 834.76 -487.93 121.63 -229.54 910.40 -558.50 315.30 -840.11 1551.94 2362.47 -1112.49 782.09 911.26 -1988.74 995.27 270.48 -854.80 451.74 680.02 -705.86
Helman O. Mozo
Page
Job
422 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
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17:07:07 03/17/10
585.19 -775.48 737.87 -366.20 264.26 200.19 -166.71 163.88 -257.34 -308.66 -218.25 -152.70 -103.11 -18.49 -0.59 2.56 411.94 260.31 181.46 127.09 80.31 37.55 6.02 -2.00 -1.22
-297.91 -71.02 119.56 -0.48 -267.74 -389.87 347.15 -165.77 182.44 -39.40 -79.15 6.01 -39.81 -66.71 20.41 -25.90 -1.63 -7.53 -47.23 37.99 -7.79 11.65 -34.59 52.58 8.31
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D272Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D305Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D271Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D304Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D270Z138P D303Z138P D104Z138P D195Z138P D278Z138P D103Z138P D128Z138P D203Z138P D269Z137P D302Z137P D102Z137P D194Z137P D277Z136P D101Z136P D127Z136P D202Z136P D268Z136P D301Z136P D100Z136P D193Z136P D276Z135P D99Z135P D126Z135P D201Z135P D267Z135P D300Z135P D98Z135P D192Z135P D275Z134P D97Z134P D125Z134P D200Z134P D266Z134P D299Z134P D96Z134P D191Z134P D274Z133P D95Z133P D124Z133P D199Z133P D265Z133P D298Z133P D94Z133P D190Z133P D273Z132P D93Z132P D123Z132P D198Z132P D264Z131P D297Z131P D92Z131P D189Z131P
138.10 138.10 138.09 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.98 136.98 136.43 136.43 136.43 136.43 135.88 135.88 135.88 135.88 135.33 135.33 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.22 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.10 133.10 132.55 132.55 132.55 132.55 132.00 132.00 131.99 131.99 131.44 131.44 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.3 3.3 3.2 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1
4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.3 3.3 3.2 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D260Z131P D84Z131P D85Z131P D185Z131P D262Z130P D87Z130P D187Z130P D88Z130P D89Z129P D261Z129P D186Z129P D86Z129P D83Z128P D259Z128P D184Z128P D82Z128P D80Z126P D258Z126P D183Z126P D81Z126P D78Z125P D257Z125P D182Z125P D79Z125P D76Z124P D256Z124P D181Z124P D77Z124P D74Z122P D255Z122P D180Z122P D75Z122P D72Z121P D254Z121P D179Z121P D73Z121P D70Z119P D253Z119P D178Z119P D71Z119P D67Z118P D252Z118P D177Z118P D68Z118P D69Z117P D251Z117P D176Z117P D66Z117P D58Z115P D250Z115P D65Z115P D175Z115P
130.89 130.89 130.89 130.89 129.90 129.90 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.64 123.64 122.23 122.23 122.22 122.22 120.81 120.81 120.80 120.80 119.39 119.39 119.38 119.38 117.97 117.97 117.96 117.96 116.95 116.95 116.94 116.94 114.92 114.92 114.91 114.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.06 0.06 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4
3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D40Z113P D238Z113P D41Z113P D163Z113P D64Z112P D246Z112P D57Z112P D171Z112P D42Z110P D239Z110P D43Z110P D164Z110P D249Z108P D56Z108P D63Z108P D174Z108P D240Z107P D44Z107P D45Z107P D165Z107P D245Z105P D62Z105P D55Z105P D170Z105P D241Z103P D46Z103P D47Z103P D166Z103P D248Z102P D54Z102P D61Z102P D173Z102P D242Z100P D48Z100P D49Z100P D167Z100P D244Z98P D60Z98P D53Z98P D169Z98P D243Z97P D50Z97P D51Z97P D168Z97P D247Z95P D52Z95P D59Z95P D172Z95P D213Z93P D27Z93P D1Z93P D138Z93P
113.26 113.26 113.25 113.25 111.60 111.60 111.59 111.59 109.94 109.94 109.93 109.93 108.28 108.28 108.27 108.27 106.62 106.62 106.61 106.61 104.96 104.96 104.95 104.95 103.30 103.30 103.29 103.29 101.64 101.64 101.63 101.63 99.98 99.98 99.98 99.98 98.32 98.32 98.32 98.32 96.66 96.66 96.66 96.66 95.00 95.00 95.00 95.00 93.33 93.33 93.33 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.3 1.3 1.3 1.3 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
1.3 1.3 1.3 1.3 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
Helman O. Mozo
Page
Job
426 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D281Z92P D109Z92P D131Z92P D206Z92P D225Z90P D26Z90P D25Z90P D150Z90P D282Z88P D111Z88P D132Z88P D207Z88P D224Z86P D23Z86P D24Z86P D149Z86P D283Z84P D113Z84P D133Z84P D208Z84P D144Z50P D223Z81P D22Z81P D21Z81P D148Z81P D134Z79P D284Z79P D115Z79P D209Z79P D19Z75P D147Z75P D222Z75P D20Z75P D135Z72P D210Z72P D285Z72P D117Z72P D16Z68P D145Z68P D220Z68P D17Z68P D143Z45P D161Z45P D236Z45P D13Z45P D136Z62P D211Z62P D286Z62P D119Z62P D142Z31P D18Z55P D146Z55P
91.63 91.63 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 83.35 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 75.35 75.35 75.35 75.35 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 66.42 66.42 66.41 66.41 62.40 62.40 62.40 62.40 62.02 55.28 55.28
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 324.89 324.89 324.88 324.88 0.02 0.02 0.02 0.02 456.73 0.01 0.01
4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 11612.8 11612.8 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 7687.5 7687.5 4.23 7687.4 7687.4 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 10807.3 10807.3 4.23 0.3 0.3 4.23 0.2 0.2
NG
NG NG NG NG
NG
Helman O. Mozo
Page
Job
427 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D221Z55P D15Z55P D39Z50P D162Z50P D237Z50P D28Z50P D140Z13P D155Z26P D141Z26P D230Z26P D6Z26P D37Z45P D160Z45P D235Z45P D12Z45P D14Z50P D219Z50P D159Z36P D36Z36P D11Z36P D234Z36P D158Z31P D35Z31P D10Z31P D233Z31P D151Z9P D139Z9P D3Z9P D226Z9P D156Z26P D33Z26P D8Z26P D231Z26P D38Z45P D218Z45P D292Z45P D296Z45P D7Z31P D217Z31P D154Z19P D31Z19P D5Z19P D229Z19P D157Z13P D34Z13P D9Z13P D232Z13P D152Z9P D121Z9P D122Z9P D227Z9P D32Z26P
55.28 55.28 50.35 50.35 50.35 50.35 47.28 47.04 47.04 47.04 47.04 44.57 44.57 44.57 44.57 39.66 39.66 36.32 36.32 36.32 36.32 31.32 31.32 31.32 31.32 30.84 30.84 30.84 30.84 26.28 26.28 26.28 26.28 22.73 22.73 22.73 22.73 20.52 20.52 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 8.59 8.59 8.59 8.59 5.53
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 0.01 0.01 504.88 308.71 308.71 308.70 308.70 0.01 0.01 0.01 0.01 159.00 159.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 330.92 330.92 330.91 330.91 0.01 0.01 0.01 0.01 324.88 324.88 324.89 324.89 160.69 160.69 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 308.70
4.23 0.2 0.2 4.23 0.3 0.3 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 11946.8 11946.8 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 7304.7 7304.7 4.23 7304.6 7304.6 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 3762.4 3762.4 4.23 3762.4 3762.4 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7687.4 7687.4 4.23 7687.5 7687.5 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 3802.2 3802.2 4.23 3802.2 3802.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7304.7 7304.7
NG NG NG NG NG
NG NG
NG NG NG NG
NG NG NG NG NG NG
NG
Helman O. Mozo
Page
Job
428 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D216Z26P D290Z26P D295Z26P D215Z13P D4Z13P D293Z50P D214Z9P D30Z9P D294Z9P D288Z9P D291Z31P D289Z13P
5.53 5.53 5.53 2.79 2.79 -4.02 -13.66 -13.66 -13.66 -13.66 -20.99 -41.71
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
308.70 308.71 308.71 156.95 156.95 808.77 330.92 330.92 330.92 330.92 778.10 818.79
4.23 7304.7 7304.7 4.23 7304.9 7304.9 4.23 7304.9 7304.9 4.23 3713.8 3713.8 4.23 3713.8 3713.8 4.23 19137.6 19137.6 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 18411.8 18411.8 4.23 19374.5 19374.5
*** Analysis Results for Load Case No. 16 "SERVICIO 1-2"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0002526 9.451e-005 -0.001918 0.0534 0.0713 0.0137 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.004694 0.004223 -0.001643 0.0000 0.0000 0.0000 -3.518 -7.018 8.588 D4Z13P 0.004255 640 -43.03 0.0000 0.0000 0.0000 0.004255 633.3 -29.69 D5Z19P 0.004617 0.003513 -0.0009809 0.0068 0.0239 0.2115 -6.336 -6.337 18.73 D6Z26P 0.007375 0.006579 -0.002011 0.0000 0.0000 0.0000 -2.525 -5.826 26.28 D7Z31P 0.006905 615.9 -41.41 0.0000 0.0000 0.0000 0.006905 610.4 -10.09 D8Z26P 0.007448 0.005779 -0.001637 0.0088 0.0288 0.2682 -5.825 -5.827 26.28 D9Z13P 0.005048 0.003932 -0.0009677 0.0179 0.0019 0.1525 -6.698 -6.699 13.34 D10Z31P 0.007114 0.005578 -0.001788 0.0263 0.0090 0.2885 -5.487 -5.489 31.32 D11Z36P 0.00678 0.005456 -0.00188 0.0093 0.0262 0.2729 -5.151 -5.153 36.32 D12Z45P 0.009301 0.007989 -0.002536 0.0064 0.0264 0.2475 -4.594 -4.595 44.57 D13Z45P 0.009291 0.00865 -0.002688 0.0000 0.0000 0.0000 -2.374 -4.595 44.57 D14Z50P 0.008341 641.1 -43.11 0.0000 0.0000 0.0000 0.008341 636.9 7.249 D15Z55P 0.007746 0.006743 -0.002688 -0.0398 0.0671 0.2146 -3.875 -3.876 55.28 D16Z68P 0.006127 0.003563 -0.001854 0.0941 -0.0929 0.0234 3.037 -3.028 67.95 D17Z68P 0.005742 0.005141 -0.002721 0.0606 -0.0395 0.1756 -3.026 -3.026 67.95 D18Z55P 0.008114 0.00525 -0.001747 -0.0553 0.0482 0.0019 3.891 -3.878 55.28 D19Z75P 0.002781 0.0009187 -0.00189 -0.0010 -0.0039 0.0122 2.537 -2.533 75.35 D20Z75P 0.003519 0.003259 -0.002372 0.0553 -0.0372 0.1528 -2.53 -2.531 75.35 D21Z81P 0.001175 -0.000198 -0.001891 0.0124 -0.0164 0.0149 2.134 -2.133 81.32 D22Z81P 0.001318 0.001254 -0.001754 0.0160 0.0009 0.1344 -2.131 -2.131 81.32 D23Z86P 0.0002984 0.0003053 -0.001139 0.0123 0.0029 0.1203 -1.826 -1.826 85.87 D24Z86P 0.0001267 -0.0008997 -0.001899 0.0080 -0.0101 0.0149 1.827 -1.827 85.87 D25Z90P -0.0006309 -0.0007472 -0.001937 -0.0279 -0.0125 0.0133 1.576 -1.577 89.59 D26Z90P 0.0003275 0.0003893 -0.0004843 0.0254 -0.0109 0.1088 -1.576 -1.576 89.59 D27Z93P 4.063e-005 5.008e-005 0.0005005 -0.0319 0.0463 0.0972 -1.325 -1.325 93.34
NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
429 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P
0.00838 0.00722 0 0 0.003883 483.1 0.004991 0.00282 0.006433 455.2 0.00644 0.004492 0.00478 0.003388 0.006903 0.004323 0.007093 0.004191 0.008368 0.006097 0.00836 482.1 0.008339 0.005574 0.04113 0.04086 0.0411 0.04116 0.0325 0.03222 0.03247 0.03257 0.02446 0.02425 0.02443 0.0246 0.01703 0.01688 0.01701 0.01718 0.01041 0.01029 0.01032 0.01053 0.004711 0.004692 0.004691 0.004736 0.001919 0.001844 0.007002 0.008898 0.01358 0.01341 0.0205 0.02119 0.02845 0.0282 0.03668 0.03686 0.04562 0.04525 0.002571 -0.0007344 0.007777 0.0078 0.01357 0.01258 0.02078 0.02066 0.02832 0.02804 0.03677 0.0365 0.04542 0.04533 0.05046 0.0505 0.05309 0.05266 0.05316 0.05333 0.05053 0.05016 0.05764 0.05739 0.05765 0.05785 0.06251 0.06218 0.06251 0.06247 0.06741 0.06704 0.0674 0.06728 0.07245 0.072 0.07245 0.07211 0.07761 0.07714 0.0776 0.07718
-0.002632 0 -32.48 -0.0008534 -30.61 -0.001143 -0.0006285 -0.001272 -0.001398 -0.001611 -32.42 -0.001685 0.004189 -0.002383 0.003832 -0.002324 0.003386 -0.002259 0.002843 -0.002177 0.002188 -0.002095 0.001417 -0.001988 0.001007 -0.002062 0.002549 -0.002227 0.003634 -0.002357 0.004348 -0.001912 0.001828 -0.002127 0.003139 -0.002289 0.004031 -0.002407 -0.00247 0.001596 -0.00251 0.002523 0.001752 -0.002535 0.001888 -0.002537 0.002006 -0.002559 0.002107 -0.00256 0.002191 -0.002579
0.0420 -0.0130 0.0000 0.0000 0.0000 0.0000 -0.0043 0.0061 0.0000 0.0000 -0.0072 0.0096 0.0090 0.0025 0.0053 0.0023 -0.0066 0.0049 -0.0097 0.0097 0.0000 0.0000 0.0228 -0.0167 -0.1533 0.1535 -0.1454 0.1515 -0.1428 0.1432 -0.1566 0.1445 -0.1288 0.1318 -0.1118 0.1358 -0.1271 0.1254 -0.1612 0.1186 -0.0928 0.0974 -0.0436 0.1166 -0.1092 0.1067 -0.2061 0.0704 -0.0847 0.0825 -0.0877 0.0988 -0.1155 0.1155 -0.1239 0.1285 -0.1384 0.1396 -0.1470 0.1493 -0.1431 0.1527 -0.0822 0.0792 -0.0946 0.0967 -0.1210 0.1145 -0.1268 0.1279 -0.1391 0.1381 -0.1497 0.1491 -0.1487 0.1496 -0.1687 0.1603 -0.1557 0.1669 -0.1756 0.1718 -0.1255 0.1392 -0.2005 0.1937 -0.1850 0.1905 -0.1924 0.1971 -0.1905 0.1970 -0.1981 0.1999 -0.1940 0.2000 -0.2039 0.2062 -0.2000 0.2061 -0.2076 0.2089 -0.2040 0.2094
17:07:07 03/17/10
0.2298 0.0000 0.0000 0.0023 0.0000 0.0031 0.0026 0.0052 0.0050 0.0058 0.0000 0.0107 0.0358 0.0522 0.0460 0.0458 0.0563 0.0394 0.0665 0.0330 0.0767 0.0266 0.0870 0.0201 0.0921 0.0233 0.0716 0.0362 0.0512 0.0490 0.0307 0.0169 0.0818 0.0298 0.0614 0.0426 0.0409 0.0554 0.0615 0.0233 0.0639 0.0251 0.0232 0.0637 0.0231 0.0635 0.0230 0.0632 0.0230 0.0630 0.0229 0.0628
-4.206 7.6 3.526 6.345 2.539 5.839 6.708 5.501 5.165 4.612 2.392 4.223 -1.284 1.366 -1.292 1.357 -1.301 1.349 -1.308 1.342 -1.315 1.335 -1.32 1.33 -1.323 1.332 -1.311 1.345 -1.297 1.362 -1.279 1.328 -1.317 1.339 -1.304 1.353 -1.288 1.37 0.9521 -0.6369 0.7432 -0.8511 -0.6324 0.7477 -0.6275 0.7525 -0.6226 0.7574 -0.6175 0.7624 -0.6124 0.7676
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Helman O. Mozo
Page
Job
430 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
431 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
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432 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
433 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P
0.01061 0.01023 0.004678 0.004673 0.008556 0.006823 0.0211 0.02025 0.03704 0.03636 -0.0003084 0.002582 0.01307 0.01349 0.02842 0.02809 0.04563 0.04506 0.05086 0.05005 0.05365 0.0528 0.05798 0.05737 0.06273 0.06214 0.06751 0.06704 0.07246 0.07199 0.0775 0.07714 0.08263 0.08227 0.08773 0.08748 0.0987 0.09864 0.09127 0.09103 0.09482 0.0947 0.1463 0.1452 0.101 0.101 0.106 0.1058 0.1111 0.1108 0.1164 0.116 0.1217 0.1212 0.1272 0.1265 0.1327 0.1319 0.1381 0.1372 0.1436 0.1426 0.1035 0.1033 0.1085 0.1083 0.1138 0.1134 0.1191 0.1186 0.1245 0.1239 0.1299 0.1292 0.1354 0.1346 0.1408 0.1399 0.0003157 -0.000805 -0.0008272 -0.0001472 -0.0001871 0.0007286 0.0007889 0.001838 0.001296 0.002616 0.01488 0.01529 0 0 483.1 0.002923 640 0.003289 455.2 0.00497 615.9 0.005467 482.1 0.007092 641.1 0.007181
-0.002058 -0.001952 -0.002026 -0.002184 -0.00231 -0.001877 -0.002089 -0.002246 -0.002361 -0.002444 -0.002469 -0.002475 -0.002501 -0.002504 -0.002524 -0.002526 -0.002541 -0.002542 -0.002562 -0.002556 -0.002556 -0.002628 -0.002565 -0.002578 -0.002591 -0.002602 -0.002609 -0.002616 -0.002622 -0.002627 -0.002628 -0.002577 -0.002589 -0.002601 -0.002608 -0.002615 -0.002622 -0.002626 -0.002628 -0.002002 -0.001924 -0.001946 -0.001977 -0.001996 -0.002044 0 -32.48 -43.03 -30.61 -41.41 -32.42 -43.11
-0.1198 -0.0651 -0.0976 -0.1278 -0.1501 -0.0819 -0.1132 -0.1364 -0.1439 -0.1558 -0.1699 -0.1913 -0.1950 -0.1982 -0.2042 -0.2078 -0.2078 -0.2110 -0.2366 -0.2105 -0.2248 -0.2749 -0.2420 -0.2550 -0.2645 -0.2685 -0.2733 -0.2761 -0.2777 -0.2752 -0.2752 -0.2485 -0.2605 -0.2668 -0.2709 -0.2749 -0.2773 -0.2766 -0.2751 -0.0074 0.0155 0.0162 0.0216 0.0145 0.0332 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17:07:07 03/17/10
0.0644 0.1840 0.0918 0.1263 0.1490 0.0852 0.1200 0.1389 0.1462 0.1627 0.1676 0.1843 0.1930 0.1957 0.2020 0.2053 0.2067 0.2057 0.2362 0.2083 0.2176 0.2810 0.2476 0.2607 0.2705 0.2738 0.2789 0.2818 0.2837 0.2806 0.2809 0.2552 0.2661 0.2729 0.2772 0.2808 0.2829 0.2825 0.2812 0.0155 -0.0038 -0.0145 -0.0196 -0.0112 -0.0385 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0219 0.0332 0.0275 0.0049 -0.0177 0.0389 0.0162 -0.0064 -0.0291 -0.0362 -0.0387 -0.0389 -0.0391 -0.0393 -0.0395 -0.0397 -0.0400 -0.0402 -0.0411 -0.0424 -0.0421 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 0.0489 0.0546 0.0631 0.0741 0.0902 0.1088 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-1.314 1.335 99.98 -1.32 1.33 96.66 -1.316 1.332 98.32 -1.304 1.345 105 -1.288 1.361 111.6 -1.325 1.328 95 -1.312 1.338 101.6 -1.297 1.353 108.3 -1.279 1.37 114.9 -0.8508 0.9517 116.9 -0.6363 0.7428 118 -0.632 0.7474 119.4 -0.6273 0.7521 120.8 -0.6225 0.757 122.2 -0.6175 0.762 123.6 -0.6125 0.7671 125.1 -0.6074 0.7723 126.5 -0.6023 0.7775 127.9 -0.2513 0.4486 130.9 -0.4854 0.6677 128.9 -0.3685 0.558 129.9 -0.2037 0.4952 140.9 -0.249 0.451 131.4 -0.244 0.4558 132.6 -0.2389 0.4608 133.7 -0.2336 0.466 134.8 -0.2283 0.4712 135.9 -0.2228 0.4765 137 -0.2173 0.4819 138.1 -0.2119 0.4872 139.2 -0.2064 0.4926 140.3 -0.2465 0.4533 132 -0.2415 0.4583 133.1 -0.2362 0.4634 134.2 -0.2309 0.4686 135.3 -0.2255 0.4739 136.4 -0.2201 0.4792 137.5 -0.2146 0.4846 138.6 -0.2092 0.4899 139.8 -1.44 1.439 91.63 -1.693 1.692 87.87 -1.968 1.968 83.77 -2.315 2.318 78.59 -2.759 2.763 71.98 -3.39 3.42 62.4 -1.325 1.457e-011 93.33 476.1 3.525 -23.89 633.3 0.003289 -29.69 449.4 2.538 -4.323 610.4 0.005467 -10.09 477.5 2.39 12.16 636.9 0.007181 7.249
Helman O. Mozo
Page
Job
434 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.004238 0.006589 0.008652 0.1016 0.1065 0.1115 0.1167 0.122 0.1274 0.1328 0.1381 0.1435
0.003716 0.005747 0.007979 0.101 0.1058 0.1108 0.116 0.1212 0.1265 0.1319 0.1372 0.1426
-0.001413 -0.001872 -0.002653 0.0003061 0.0004496 0.0005559 0.0006296 0.0006821 0.000715 0.00073 0.0007319 0.000732
0.0000 0.0000 0.0000 -0.2458 -0.2552 -0.2652 -0.2680 -0.2733 -0.2763 -0.2783 -0.2747 -0.2751
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.2444 0.2567 0.2662 0.2704 0.2750 0.2779 0.2794 0.2772 0.2770
0.0000 0.0000 0.0000 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159
-7.018 -5.826 -4.595 -0.2484 -0.2435 -0.2385 -0.2333 -0.228 -0.2226 -0.2172 -0.2119 -0.2065
-3.519 -2.527 -2.375 -0.249 -0.2442 -0.2392 -0.234 -0.2288 -0.2235 -0.2181 -0.2128 -0.2074
8.589 26.28 44.57 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-2": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -43.34 0.0 -0.17 0.0 13.73 0.0 0.0 45.47 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -8.21 0.0 -6.13 0.0 1.55 0.0 0.0 10.36 0.0 0.48 0.0 -0.8 0.0 -0.56 0.0 0.0 D29Z0P -17.72 0.0 1.07 0.0 82.83 0.0 0.0 84.71 0.0 1.08 0.0 -1.1 0.0 0.14 0.0 0.0 D137Z93P -0.17 0.0 -41.01 0.0 68.38 0.0 0.0 79.73 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -21.80 0.0 -18.54 0.0 129.55 0.0 0.0 132.67 0.0 0.29 0.0 -0.7 0.0 -0.02 0.0 0.0 D212Z93P -42.35 0.0 -0.17 0.0 89.08 0.0 0.0 98.64 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -3.04 0.0 -14.89 0.0 73.30 0.0 0.0 74.86 0.0 0.96 0.0 -1.4 0.0 -0.68 0.0 0.0 D287Z93P -0.17 0.0 -44.23 0.0 10.27 0.0 0.0 45.40 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-2": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0.1661 0.1661 -0.7215 43.1769 -0.0000 -13.0087 0.0000 0.0000 0.0000 D1Z93P 0.3536 0.3536 -1.5518 -0.3536 -0.3536 1.5518 0.0003 0.0001 -0.0019 D2Z0P 0.4853 0.4853 -2.3451 7.7279 5.6432 0.7976 0.0000 0.0000 0.0000 D3Z9P 0.4853 0.4853 -2.3451 -0.4853 -0.4853 2.3451 0.0047 0.0042 -0.0016 D4Z13P 0.4853 0.4853 -2.3451 -0.4853 0.1548 2.3020 0.0043 640.0280 -43.0300 D5Z19P 2.9788 1.4747 -7.1977 -2.9788 -1.4747 7.1977 0.0046 0.0035 -0.0010 D6Z26P 0.4573 0.4573 -2.4009 -0.4573 -0.4573 2.4009 0.0074 0.0066 -0.0020 D7Z31P 0.4573 0.4573 -2.4009 -0.4573 0.1586 2.3595 0.0069 615.9357 -41.4110 D8Z26P 2.5226 0.9971 -4.8526 -2.5226 -0.9971 4.8526 0.0074 0.0058 -0.0016 D9Z13P 1.0100 0.6224 -3.5931 -1.0100 -0.6224 3.5931 0.0050 0.0039 -0.0010 D10Z31P 3.7604 1.3206 -6.4009 -3.7604 -1.3206 6.4009 0.0071 0.0056 -0.0018 D11Z36P 1.3039 1.3039 -5.1266 -1.3039 -1.3039 5.1266 0.0068 0.0055 -0.0019 D12Z45P 0.4843 0.4843 -2.3757 -0.4843 -0.4843 2.3757 0.0093 0.0080 -0.0025 D13Z45P 0.4843 0.4843 -2.3757 -0.4843 -0.4843 2.3757 0.0093 0.0086 -0.0027 D14Z50P 0.4843 0.4843 -2.3757 -0.4843 0.1568 2.3326 0.0083 641.1392 -43.1060 D15Z55P 1.1668 1.1668 -5.7010 -1.1668 -1.1668 5.7010 0.0077 0.0067 -0.0027 D16Z68P 2.5210 2.5210 -5.2755 -2.5210 -2.5210 5.2755 0.0061 0.0036 -0.0019
Helman O. Mozo
Page
Job
435 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P
2.5210 2.5933 0.6535 2.1756 0.5394 0.5394 0.4276 0.4276 0.3801 0.3801 0.3536 0.4843 0.4853 0.4853 0.9426 0.4573 0.4573 0.4853 0.4573 0.9416 0.4843 0.4843 0.4843 0.1848 0.1848 0.1836 0.1836 0.1916 0.1916 0.1904 0.1904 0.1800 0.1800 0.1661 0.1661 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1761 0.2612 0.2612
2.5210 2.5933 0.6535 2.1756 0.5394 0.5394 0.4276 0.4276 0.3801 0.3801 0.3536 0.4843 0.4853 0.4853 0.9426 0.4573 0.4573 0.4853 0.4573 0.9416 0.4843 0.4843 0.4843 0.1848 0.1848 0.1836 0.1836 0.1916 0.1916 0.1904 0.1904 0.1800 0.1800 0.1661 0.1661 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1761 0.2612 0.2612
-5.2755 -6.0810 -2.8964 -3.2764 -2.3461 -2.3461 -1.8579 -1.8579 -1.6682 -1.6682 -1.5518 -2.3757 -2.3451 -2.3451 -4.7459 -2.4009 -2.4009 -2.3451 -2.4009 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.7739 -0.7739 -0.8264 -0.8264 -0.8264 -0.8264 -0.7739 -0.7739 -0.7215 -0.7215 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7735 -1.2725 -1.2725
-2.5210 -2.5933 -0.6535 -2.1755 -0.5394 -0.5394 -0.4276 -0.4276 -0.3801 -0.3801 -0.3536 -0.4843 17.2353 -0.4853 -0.9426 -0.4573 -0.4573 -0.4853 -0.4573 -0.9416 -0.4843 -0.4843 -0.4843 -0.1847 -0.1847 -0.1836 -0.1836 -0.1916 -0.1916 -0.1903 -0.1903 -0.1800 -0.1800 -0.1661 -0.1661 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1760 -0.2611 -0.2611
17:07:07 03/17/10
-2.5210 -2.5933 -0.6535 -2.1755 -0.5394 -0.5394 -0.4276 -0.4276 -0.3801 -0.3801 -0.3536 -0.4843 -1.5552 -0.0022 -0.9426 -0.0021 -0.4573 -0.4853 -0.4573 -0.9416 -0.4843 -0.0022 -0.4843 -0.1847 -0.1847 -0.1836 -0.1836 -0.1916 -0.1916 -0.1903 -0.1903 -0.1800 -0.1800 -0.1661 -0.1661 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1760 -0.2611 -0.2611
5.2755 6.0810 2.8964 3.2764 2.3461 2.3461 1.8579 1.8579 1.6682 1.6682 1.5518 2.3757 -80.4882 2.3126 4.7459 2.3703 2.4009 2.3451 2.4009 4.7766 2.3757 2.3433 2.3757 0.7739 0.7739 0.7739 0.7739 0.8264 0.8264 0.8264 0.8264 0.7739 0.7739 0.7215 0.7215 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7735 1.2725 1.2725
0.0057 0.0051 -0.0027 0.0081 0.0053 -0.0017 0.0028 0.0009 -0.0019 0.0035 0.0033 -0.0024 0.0012 -0.0002 -0.0019 0.0013 0.0013 -0.0018 0.0003 0.0003 -0.0011 0.0001 -0.0009 -0.0019 -0.0006 -0.0007 -0.0019 0.0003 0.0004 -0.0005 0.0000 0.0001 0.0005 0.0084 0.0072 -0.0026 0.0000 0.0000 0.0000 0.0039 483.0771 -32.4772 0.0050 0.0028 -0.0009 0.0064 455.2482 -30.6075 0.0064 0.0045 -0.0011 0.0048 0.0034 -0.0006 0.0069 0.0043 -0.0013 0.0071 0.0042 -0.0014 0.0084 0.0061 -0.0016 0.0084 482.1351 -32.4157 0.0083 0.0056 -0.0017 0.0411 0.0409 0.0042 0.0411 0.0412 -0.0024 0.0325 0.0322 0.0038 0.0325 0.0326 -0.0023 0.0245 0.0243 0.0034 0.0244 0.0246 -0.0023 0.0170 0.0169 0.0028 0.0170 0.0172 -0.0022 0.0104 0.0103 0.0022 0.0103 0.0105 -0.0021 0.0047 0.0047 0.0014 0.0047 0.0047 -0.0020 0.0019 0.0018 0.0010 0.0070 0.0089 -0.0021 0.0136 0.0134 0.0025 0.0205 0.0212 -0.0022 0.0285 0.0282 0.0036 0.0367 0.0369 -0.0024 0.0456 0.0453 0.0043 0.0026 -0.0007 -0.0019 0.0078 0.0078 0.0018 0.0136 0.0126 -0.0021 0.0208 0.0207 0.0031 0.0283 0.0280 -0.0023 0.0368 0.0365 0.0040 0.0454 0.0453 -0.0024 0.0505 0.0505 -0.0025 0.0531 0.0527 0.0016 0.0532 0.0533 -0.0025
Helman O. Mozo
Page
Job
436 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P
0.1761 0.1704 0.1704 0.9283 0.9283 0.1713 0.1713 0.1693 0.1693 0.9302 0.9302 0.1677 0.1677 0.1566 0.1566 0.0998 0.0998 0.0727 0.0727 0.0727 0.0727 0.0292 0.0292 0.0271 0.0543 0.0272 0.0544 0.0272 0.7657 0.0273 0.0546 0.0273 0.0547 0.0274 0.0548 0.0274 0.7709 0.0274 0.0566 0.0292 0.1876 1.1741 1.2068 0.3043 1.8567 2.1454 0.4853 0.4853 0.0543 0.0544 0.7657 0.0546
0.1761 0.1704 0.1704 0.9283 0.9283 0.1713 0.1713 0.1693 0.1693 0.9302 0.9302 0.1677 0.1677 0.1566 0.1566 0.0998 0.0998 0.0727 0.0727 0.0727 0.0727 0.0292 0.0292 0.0271 0.0543 0.0272 0.0544 0.0272 0.7657 0.0273 0.0546 0.0273 0.0547 0.0274 0.0548 0.0274 0.7709 0.0274 0.0566 0.0292 0.1876 1.1741 1.2068 0.3043 1.8567 2.1454 0.4853 0.4853 0.0543 0.0544 0.7657 0.0546
-0.7735 -0.9792 -0.9792 -2.1004 -2.1004 -0.9604 -0.9604 -0.9494 -0.9494 -2.0784 -2.0784 -0.9384 -0.9384 -0.7035 -0.7035 -0.3307 -0.3307 -0.2343 -0.2343 -0.2343 -0.2343 -0.1032 -0.1032 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1996 -0.1032 -0.8303 -1.2179 -1.4000 -1.3261 -1.9502 -3.7052 -2.3451 -2.3451 -0.1928 -0.1928 -1.2248 -0.1928
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
437 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
439 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.0066 0.0050 0.0053 0.0037 0.0061 0.0055 0.0057 0.0058 0.0071 0.0071 0.0071 482.1362 0.0064 0.0072 0.0414 0.0408 0.0328 0.0322 0.0248 0.0242 0.0173 0.0169 0.0106 0.0102 0.0047 0.0047 0.0086 0.0068 0.0211 0.0203 0.0370 0.0364 -0.0003 0.0026 0.0131 0.0135 0.0284 0.0281 0.0456 0.0451 0.0509 0.0501 0.0537 0.0528 0.0580 0.0574 0.0627 0.0621 0.0675 0.0670 0.0725 0.0720 0.0775 0.0771 0.0826 0.0823 0.0877 0.0875 0.0987 0.0986 0.0913 0.0910 0.0948 0.0947 0.1463 0.1452 0.1010 0.1010 0.1060 0.1058 0.1111 0.1108 0.1164 0.1160 0.1217 0.1212 0.1272 0.1265 0.1327 0.1319 0.1381 0.1372 0.1436 0.1426 0.1035 0.1033 0.1085 0.1083 0.1138 0.1134 0.1191 0.1186 0.1245 0.1239 0.1299 0.1292 0.1354 0.1346 0.1408 0.1399 0.0003 -0.0008 -0.0008 -0.0001
-0.0014 -0.0009 -0.0016 -0.0017 -0.0018 32.4121 -0.0019 -0.0023 -0.0023 -0.0022 -0.0021 -0.0021 -0.0020 -0.0020 -0.0022 -0.0023 -0.0019 -0.0021 -0.0022 -0.0024 -0.0024 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0020 -0.0019
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1.2068 0.3043 0.3492 2.1454 0.1661 0.4853 0.4853 0.4573 0.4573 0.4843 0.4843 0.4853 0.4573 0.4843 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
1.2068 0.3043 0.3492 2.1454 0.1661 0.4853 0.4853 0.4573 0.4573 0.4843 0.4843 0.4853 0.4573 0.4843 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
-1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-1.2068 -0.3043 -0.3492 -2.1454 -0.0000 -0.0022 0.1548 -0.0021 0.1586 -0.0022 0.1568 -0.4853 -0.4573 -0.4843 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290
17:07:07 03/17/10
-1.2068 -0.3043 -0.3492 -2.1454 44.0605 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -0.4853 -0.4573 -0.4843 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290
1.4000 1.3261 1.5702 3.7052 -9.5522 2.3126 2.3020 2.3703 2.3595 2.3433 2.3326 2.3451 2.4009 2.3757 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
-0.0002 0.0008 0.0013 0.0149 0.0000 483.0785 640.0280 455.2499 615.9357 482.1362 641.1392 0.0042 0.0066 0.0087 0.1016 0.1065 0.1115 0.1167 0.1220 0.1274 0.1328 0.1381 0.1435
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 8.02 -3439.82 949.99 1608.58 -179.68 -1067.38 448.99 D128P 8.02 -1608.58 179.68 -730.59 1278.23 -1145.97 714.23 D129P 8.02 314.70 -468.09 8.10 75.48 160.94 -195.75 D130P 8.02 -72.01 63.59 -91.04 592.39 -66.23 266.46 D131P 8.02 -98.33 542.31 -85.41 -489.20 -56.42 16.31 D132P 8.02 -117.59 -852.35 -241.34 4456.73 -88.65 890.20 D133P 8.02 241.34 -4456.73 227.58 -7331.20 84.04 -2112.68 D134P 8.02 24.20 -985.79 -143.43 -4549.43 -24.08 -1117.72 D135P 8.02 24.20 985.79 90.38 -268.93 19.74 123.47 D136P 8.02 -90.38 268.93 -77.69 384.08 -20.27 78.75 D137P 8.02 77.69 -384.08 -39.55 -29.78 7.59 -82.40 D138P 8.02 39.55 29.78 104.53 -456.14 28.49 -84.30 D139P 8.02 -104.53 456.14 -99.33 556.80 -26.88 133.56 D140P 8.02 99.33 -556.80 -14.60 -173.91 15.63 -134.83 D141P 8.02 14.60 173.91 60.03 -984.56 15.64 -169.90 D142P 8.02 -60.03 984.57 -0.44 1527.86 -7.01 291.17 D143P 97.91 -10391.50 944.93 -3706.50 30.01 -8492.77 587.31 D144P 286.69 95.05 945.42 368.52 -994.34 438.06 -46.24 D145P 97.91 3100.52 -1764.13 10391.49 -944.93 8103.31 -1627.06 D146P 97.91 3706.50 -30.01 -2680.59 2943.62 618.02 1755.19 D147P 97.91 1694.88 436.45 -321.51 1474.10 827.33 1150.93 D148P 97.91 859.04 270.87 345.03 777.72 725.34 631.69
0.0007 0.0018 0.0026 0.0153 0.0000 0.0029 0.0033 0.0050 0.0055 0.0071 0.0072 0.0037 0.0057 0.0080 0.1010 0.1058 0.1108 0.1160 0.1212 0.1265 0.1319 0.1372 0.1426
-0.0019 -0.0020 -0.0020 -0.0020 0.0000 -32.4775 -43.0300 -30.6078 -41.4110 -32.4159 -43.1060 -0.0014 -0.0019 -0.0027 0.0003 0.0004 0.0006 0.0006 0.0007 0.0007 0.0007 0.0007 0.0007
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P
-6.29 -6.29 6.34 -0.02 -0.01 286.69 8.02 8.02 8.02 8.02 8.02 97.91 97.91 97.91 97.91 97.91 97.91 97.91 97.91 -6.29 -6.29 -6.29 -6.29 -6.29 6.35 6.35 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27
-219.65 -38.16 -68.50 -63.76 -11.93 95.05 143.43 85.41 91.04 -8.10 730.59 2680.59 -304.42 -3867.27 321.51 327.56 -1799.70 -345.03 435.27 290.36 -130.68 407.05 171.68 7.26 31.94 -9.41 -43.04 -37.59 -12.35 -21.82 -11.36 8.77 -6.62 -45.91 -32.82 -17.46 -9.56 -9.34 -4.10 6.26 8.65 4.74 -8974.28 -3892.67 1686.22 636.94 255.10 -349.13 -2672.85 590.00 590.00 67.02
-206.00 -831.98 78.76 7.22 1.21 -945.41 4549.43 489.20 -592.39 -75.48 -1278.23 -2943.62 1080.90 -862.55 -1474.10 704.65 -940.19 -777.73 547.29 195.28 -485.22 -110.99 79.75 -104.13 -22.07 282.98 9.50 7.68 70.91 5.45 1.86 68.85 6.10 -223.41 -166.61 -136.09 -102.52 -56.83 -31.69 -27.18 -19.90 0.41 248.66 121.96 -20.55 -1.90 -1.49 -2.06 11.78 3.23 -3.23 47.47
-407.06 -471.16 -31.94 45.91 4.09 -185.91 227.58 117.59 98.33 72.01 -314.70 304.42 3867.27 -1694.89 -327.56 1799.70 -859.04 -435.28 613.33 38.15 -290.36 130.68 219.64 -171.69 9.41 -50.19 32.81 17.45 9.56 9.33 -6.27 -8.65 -4.75 43.04 37.59 12.35 21.82 11.92 11.36 -8.78 6.61 -0.00 3892.67 -1774.70 1500.37 724.26 -432.45 2672.85 -4101.77 2559.97 -67.02 126.15
110.99 992.32 22.07 223.41 31.69 625.94 7331.20 852.35 -542.31 -63.59 468.09 -1080.91 862.55 -436.45 -704.65 940.18 -270.88 -547.29 350.42 831.99 -195.28 485.22 206.00 -79.75 -282.98 -39.46 166.61 136.08 102.51 56.83 27.17 19.90 -0.41 -9.50 -7.68 -70.92 -5.45 -1.22 -1.87 -68.86 -6.10 -0.00 -121.96 28.79 11.00 -8.72 13.62 -11.78 -6.60 -6.08 -47.47 48.49
17:07:07 03/17/10
-441.12 -358.49 -99.82 -32.20 -14.13 -42.93 51.91 59.98 69.10 30.31 240.25 1798.19 2146.30 -3350.70 -3.65 1281.48 -1601.66 -470.06 631.69 231.23 -296.36 378.49 275.44 -115.73 41.10 -59.24 -18.45 -36.32 -5.04 -22.52 -31.80 0.21 -20.50 -5.19 8.61 -9.22 22.10 4.66 13.10 -4.53 27.52 8.54 -2961.92 -2776.46 1588.76 552.92 -54.46 573.91 -1214.17 636.07 90.07 23.29
-66.87 112.86 100.22 415.97 59.34 -150.95 1662.20 396.39 -414.04 -65.95 -468.00 -2424.41 1170.75 -782.53 -1312.50 990.86 -729.56 -798.20 540.79 723.06 -478.98 263.41 201.13 -129.42 -303.17 242.02 317.62 259.29 312.79 112.32 52.37 160.07 10.25 -420.08 -314.36 -373.36 -194.73 -104.70 -60.53 -173.21 -46.90 0.72 73.85 73.85 -4.76 -4.31 3.73 -3.42 0.93 -0.57 -8.73 11.57
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P
-6.27 -6.27 -6.27 -6.27 -6.27 -6.27 17.29 65.52 17.29 17.29 17.29 17.29 -8.53 -8.53 8.05 -0.00 -0.00 65.52 -6.27 -6.27 -6.27 -6.27 -6.27 17.29 17.29 17.29 17.29 17.29 17.29 17.29 17.29 -8.53 -8.53 -8.53 -8.53 -8.53 8.05 8.05 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
-126.15 38.43 74.47 -130.07 125.29 402.68 10148.77 -124.62 -6170.32 -3912.18 -1870.17 -991.00 -149.44 -775.34 238.83 -336.51 -33.74 -124.61 -2559.97 432.45 -724.26 -1500.37 1774.69 -3400.63 -14.65 3351.63 -788.35 -440.02 1405.52 -134.25 -294.03 360.42 -73.97 335.52 187.39 -95.79 -181.93 140.68 -141.23 -97.19 -33.26 -47.85 -16.22 33.10 3.49 131.11 42.80 20.16 10.01 16.93 11.64 -6.31
-48.49 -38.43 2.56 -32.77 -9.15 -2.56 -74.47 48.10 -7.13 9.00 -48.10 130.07 -63.32 26.97 -14.69 63.32 -125.29 32.71 -47.12 17.72 -32.71 -402.68 194.92 -58.14 34.00 -194.92 710.48 -303.56 129.01 -57.77 15587.97 3912.18 6742.06 8470.45 13451.82 -235.26 3287.74 -252.31 2989.10 -460.75 -6521.24 -10148.77 -15587.97 -9801.25 -13278.81 -6742.06 3400.63 4761.81 -308.16 -1192.92 -2839.03 788.35 504.49 -651.69 -1406.35 -1361.71 134.24 50.39 -516.12 -789.95 -97.35 -335.52 146.29 -341.35 34.45 -535.86 -2509.02 2140.56 -2311.77 1129.50 103.41 181.92 64.71 418.17 167.08 -265.07 -131.11 155.65 -843.40 -197.35 -22.86 -11.64 13.43 -81.85 -17.00 235.26 -1250.26 161.04 -649.62 187.25 6.08 -4101.77 6.60 -932.03 1.77 -13.62 349.13 2.06 230.93 -3.42 8.72 -255.10 1.49 -357.36 3.72 -11.00 -636.94 1.90 -1013.58 -4.31 -28.79 -1686.22 20.55 51.11 -4.76 -4761.81 14.65 -27.59 -2039.75 -2885.18 27.59 -3351.63 -4188.23 -2027.88 -2506.41 4188.23 1870.16 2839.03 3145.66 4233.29 -504.49 440.01 948.99 -209.84 267.77 -949.00 -1405.52 -1611.49 -1111.77 -1542.46 1611.49 991.00 1361.70 1443.68 1791.08 -50.39 294.03 624.86 96.25 346.07 -624.86 -761.75 -1006.40 -636.01 -982.69 216.70 775.34 535.87 799.42 529.71 -491.59 -360.42 -216.69 -305.76 -498.54 -146.29 73.97 491.60 288.23 243.05 -333.30 149.43 97.35 237.08 -166.08 241.98 -187.40 333.31 -199.33 404.93 -64.71 -140.68 -5.78 -320.63 -70.05 5.78 425.37 -49.87 562.57 -43.82 -61.22 -42.80 65.45 -331.93 7.64 -84.70 -20.16 46.83 -211.66 -68.31 -23.99 -10.02 25.83 -78.06 3.31 -42.73 -16.94 25.25 -116.84 -31.52 -19.11 6.31 -8.56 -17.88 -49.90 21.10 12.08 -14.44 81.48 12.01 -7.37 -0.01 -4.37 6.28 -21.17 -155.65 141.23 61.21 491.19 -170.33 -65.46 97.19 84.70 252.48 34.70 -46.84 33.26 23.99 96.34 -41.21 -25.84 47.84 42.72 104.34 30.46 -25.26 33.74 22.85 91.38 -4.34 -13.43 16.22 19.10 50.24 10.23 8.55 -33.10 -21.10 -71.09 -22.63
17:07:07 03/17/10 Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P
-0.00 -0.00 -113.83 -113.83 -113.83 -113.84 -113.84 -113.84 -113.84 -113.85 -113.85 -113.85 -113.86 68.86 182.57 294.68 317.38 514.66 -172.77 -298.34 -172.77 -172.77 -172.76 -172.77 -5.84 -5.83 -10.75 0.01 0.01 -298.34 -113.85 -113.84 -113.84 -113.84 -113.83 -172.77 -172.77 -172.77 -172.76 -172.76 -172.76 -172.77 -172.77 -5.83 -5.83 -5.83 -5.84 -5.84 -10.75 -10.75 0.01 0.01
-12.08 14.43 0.00 4.37 -2970.67 -628.06 -1415.99 73.29 245.08 -314.71 -73.77 -1001.16 -98.43 -402.97 -115.04 820.23 234.94 4454.38 22.28 1012.98 22.28 -1012.98 -80.92 -221.06 73.05 348.13 58.35 10.82 -224.28 -525.36 223.96 650.52 -18.53 -214.26 -279.26 -1130.22 661.85 -16395.49 -147.09 -1012.24 -1666.09 2535.08 244.73 6042.61 359.73 2333.85 216.31 961.16 -171.35 -292.53 -33.82 -1182.21 57.00 -29.96 -34.89 -60.68 -11.96 22.54 -147.09 1012.23 141.98 -4590.51 95.43 -546.20 82.42 896.97 71.86 971.83 594.14 1449.16 -1999.43 3619.02 804.61 -746.23 -450.13 -5080.28 -1055.86 -245.76 563.25 578.30 -534.15 -2238.75 -638.39 -732.99 551.70 776.79 204.16 326.11 -56.86 -588.40 337.36 -23.61 167.41 154.99 -18.18 -62.43 -41.44 11.66 16.24 -276.97 -49.96 46.11 -35.83 46.85
-3.49 -0.00 1415.99 -594.14 -71.86 -82.42 -95.43 -234.94 224.22 -141.98 80.92 -73.05 -58.35 224.28 -223.96 18.53 279.26 -317.54 -244.73 405.22 -661.85 1999.43 1055.86 638.38 -337.36 -1018.34 41.44 34.94 4.12 -284.20 224.22 115.04 98.43 73.77 -245.08 -804.61 450.13 -359.73 -563.25 534.15 -216.31 -551.70 130.58 33.82 -204.16 56.86 171.35 -167.42 -16.24 -18.24 35.39 16.80
7.36 -28.09 39.31 -0.00 -0.01 7.87 -73.29 -906.18 -408.80 -1449.16 -984.77 -674.04 -971.83 86.37 -641.44 -896.97 -63.45 -771.02 546.20 -59.53 43.98 -4454.38 -86.44 -897.55 7327.44 82.29 2111.58 4590.50 -24.17 1131.51 221.06 17.77 -136.40 -348.13 -18.57 -68.64 6.56 2.93 70.62 536.17 55.88 108.15 -639.86 -59.10 -153.64 216.42 44.75 159.97 1148.98 54.64 195.90 -1732.91 -69.16 -331.81 -6042.61 251.28 -13516.93 991.00 243.93 -20.07 16395.48 -1398.16 11369.71 -3619.03 1351.90 1459.99 245.75 852.76 1553.98 732.99 514.87 1020.57 23.62 -358.07 -189.28 445.26 -740.58 -518.72 -11.66 97.84 -41.37 269.52 0.07 376.66 51.74 -14.14 133.96 -400.86 -203.78 288.87 -7327.44 51.23 -1667.42 -820.23 62.19 -403.74 402.97 65.99 474.34 1001.16 69.06 935.65 314.71 201.64 1018.95 746.23 -1689.18 2629.67 5080.27 755.87 2610.87 -2333.85 -487.87 -4466.34 -578.31 -975.37 -496.42 2238.74 661.08 1697.02 -961.16 -452.08 -1927.66 -776.79 -716.92 -909.51 532.51 411.01 788.73 1182.22 167.50 1061.67 -326.10 -183.73 -643.69 588.41 277.48 397.54 292.53 238.45 314.99 -154.98 -130.64 -153.03 276.96 -57.32 286.85 66.72 -1.98 -208.96 205.81 -26.28 454.38 173.11 -34.32 396.72
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
444 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P
0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 -155.97 -155.97 -155.98 -155.98 -155.99 -155.99 -155.99 -156.00 -156.01 -156.01 -156.01 201.23 379.93 556.11 578.80 578.80 -156.08 -108.93 -156.08 -156.07 -156.07 -156.07 -2.12 -2.12 -10.52 -0.00 -0.00 -108.93 -156.00 -155.99 -155.98 -155.98 -155.97 -156.07 -156.07 -156.07 -156.07 -156.07
-12.81 -21.68 -11.38 8.77 -6.60 -34.94 -35.40 -16.81 -9.72 -9.28 -4.12 6.25 8.66 4.75 2772.14 948.09 -1130.80 -952.76 -35.28 -2673.76 4027.11 -442.81 -442.81 -375.11 398.51 33.30 -500.14 524.41 -138.81 -628.03 -873.42 23.19 -1964.62 -452.64 -551.59 -401.69 -91.94 -636.00 -171.56 -240.77 -19.69 23.19 2512.59 1196.55 446.11 1711.13 -522.70 1243.78 -1147.29 -77.14 567.49 -675.31
101.74 29.40 20.64 80.47 10.52 -269.52 -205.82 -173.11 -127.63 -79.45 -51.74 -44.72 -25.59 -2.60 -8.55 -23.51 -16.19 -1.15 -13.26 -1.59 6.27 0.73 -0.73 30.01 -38.71 17.47 120.42 -93.06 29.22 125.23 -1815.18 173.37 -1955.78 -719.66 -969.86 -662.53 -25.89 -447.68 -51.88 -147.45 -22.94 -173.37 7.59 -8.15 -17.57 12.92 -41.32 1763.13 -1835.66 -64.03 701.95 -1101.59
9.71 9.28 -6.26 -8.66 -4.76 49.96 35.83 12.80 21.68 11.95 11.37 -8.77 6.59 -0.00 -948.09 522.70 -1711.13 -446.11 -1196.55 -4027.11 4206.38 -2512.59 375.11 -398.51 -33.30 500.14 -524.41 138.81 628.03 -935.08 452.64 -3443.25 873.42 -1243.78 -567.49 -29.95 -264.80 -2701.95 -139.71 -83.26 1.56 955.71 4206.37 2673.76 35.28 952.76 1130.80 1147.29 77.14 551.59 675.31 -162.27
127.62 79.45 44.72 25.59 2.59 -46.12 -46.85 -101.74 -29.40 -22.54 -20.65 -80.47 -10.52 -0.00 23.51 41.32 -12.92 17.57 8.15 -6.27 -10.47 -7.59 -30.01 38.71 16.50 -103.43 109.81 -27.06 -125.23 200.88 719.66 361.85 1815.18 -1763.13 -701.95 -42.72 235.92 2167.55 -50.55 109.76 13.42 182.36 10.47 1.59 13.26 1.15 16.19 1835.66 64.03 969.85 1101.59 -282.34
17:07:07 03/17/10
-5.58 -22.37 -31.81 0.20 -20.48 27.09 0.78 -7.22 21.57 4.81 13.08 -4.55 27.51 8.56 1063.19 720.55 -1416.92 -568.22 -378.28 -1654.96 1475.64 -596.78 -11.66 -93.29 72.71 105.47 -135.09 122.38 102.53 -181.15 -253.48 -3231.90 -655.38 -1021.94 -674.14 -260.02 -251.10 -2349.49 -309.36 -584.42 -32.69 462.52 940.04 1143.57 175.66 1263.29 351.28 1440.40 -644.67 285.81 748.67 -504.57
413.68 196.32 117.88 191.28 23.65 -569.29 -455.72 -495.73 -283.22 -183.96 -130.56 -225.80 -65.13 -4.70 8.72 8.72 -14.51 6.67 -1.57 -1.94 -0.75 -1.38 -5.29 8.29 -4.42 -17.00 30.36 -22.17 -20.12 37.79 -659.96 505.77 -84.44 -1495.66 -1007.11 -424.85 147.84 1210.56 -101.80 -67.98 -17.16 4.25 2.53 -1.94 -1.57 6.67 -14.51 2167.95 -1067.25 545.68 1086.47 -833.69
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D708P -156.07 D709P -156.06 D710P -156.06 D711P -2.12 D712P -2.12 D713P -2.12 D714P -2.12 D715P -2.12 D716P -10.52 D717P -10.52 D718P -0.00 D719P -0.00 D720P -0.00 D721P -0.00 D722P -0.00 D723P -0.00 D724P -0.00 D725P -0.00 D726P -0.00 D727P -0.00 D728P -0.00 D729P -0.00 D730P -0.00 D731P -0.00 D732P -0.00 D733P -0.00
162.27 29.94 -225.70 261.81 1.42 264.79 137.65 -83.91 139.72 -75.86 -110.83 -72.19 -12.77 -32.06 -3.92 40.75 6.43 83.26 16.67 -3.79 -6.94 2.03 -1.57 -17.46 -16.23 -1.86
282.33 42.72 -496.38 114.91 -382.89 -235.92 -321.09 158.72 50.55 2.37 -87.05 -78.50 -25.45 -42.46 -19.02 21.09 -7.42 -109.76 -75.27 -44.46 -26.43 -25.16 -13.43 8.60 14.41 4.34
401.69 225.69 -777.68 635.99 -261.81 -1.42 91.94 -137.65 75.86 -274.50 -16.67 3.79 6.94 -2.04 17.46 16.22 1.86 110.83 72.19 12.77 32.05 19.68 3.91 -40.75 -6.44 -0.00
662.53 496.38 -573.90 447.69 -114.91 382.90 25.89 321.10 -2.37 65.14 75.27 44.46 26.42 25.16 -8.60 -14.41 -4.35 87.04 78.50 25.44 42.45 22.93 19.01 -21.09 7.41 -0.00
17:07:07 03/17/10
339.74 154.00 -604.44 631.94 -183.28 185.38 161.60 -155.95 214.26 -348.21 -229.97 -123.38 -10.52 -61.49 24.43 102.76 14.95 350.05 160.26 16.19 45.28 39.16 4.22 -105.00 -40.88 -3.37
569.19 324.76 -644.75 396.00 -350.39 103.45 -207.79 337.73 47.89 67.10 -21.24 -61.40 1.76 -31.20 -49.81 12.04 -21.22 -40.97 5.81 -34.30 28.90 -4.02 10.07 -22.54 39.35 7.82
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D188Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D305Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D304Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D204Z139P D303Z138P D270Z138P D104Z138P D195Z138P D103Z138P D278Z138P D128Z138P D203Z138P D302Z137P D269Z137P D102Z137P D194Z137P D101Z136P D277Z136P D127Z136P D202Z136P D301Z136P D268Z136P D100Z136P D193Z136P D99Z135P D276Z135P D126Z135P D201Z135P D300Z135P D267Z135P D98Z135P D192Z135P D97Z134P D275Z134P D125Z134P D200Z134P D299Z134P D266Z134P D96Z134P D191Z134P D95Z133P D274Z133P D124Z133P D199Z133P D298Z133P D265Z133P D94Z133P D190Z133P D93Z132P D273Z132P D123Z132P D198Z132P D297Z131P D264Z131P D92Z131P
138.65 138.10 138.10 138.10 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.99 136.98 136.44 136.43 136.43 136.43 135.88 135.88 135.88 135.87 135.33 135.32 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.21 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.11 133.10 132.55 132.55 132.55 132.55 132.00 132.00 132.00 131.99 131.44 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4
4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D189Z131P D84Z131P D260Z131P D85Z131P D185Z131P D87Z130P D262Z130P D88Z130P D187Z130P D89Z129P D261Z129P D86Z129P D186Z129P D83Z128P D259Z128P D82Z128P D184Z128P D80Z126P D258Z126P D81Z126P D183Z126P D78Z125P D257Z125P D79Z125P D182Z125P D76Z124P D256Z124P D77Z124P D181Z124P D74Z122P D255Z122P D75Z122P D180Z122P D72Z121P D254Z121P D73Z121P D179Z121P D70Z119P D253Z119P D71Z119P D178Z119P D67Z118P D252Z118P D68Z118P D177Z118P D69Z117P D251Z117P D66Z117P D176Z117P D58Z115P D250Z115P D65Z115P
131.44 130.89 130.89 130.89 130.88 129.90 129.89 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.91 127.90 126.49 126.49 126.49 126.48 125.07 125.07 125.07 125.06 123.65 123.65 123.65 123.64 122.23 122.22 122.22 122.22 120.81 120.80 120.80 120.80 119.39 119.38 119.38 119.38 117.97 117.96 117.96 117.96 116.95 116.95 116.95 116.94 114.92 114.92 114.92
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.06 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.3 2.3 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5 1.5
3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.3 2.3 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5 1.5
Helman O. Mozo
Page
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448 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D175Z115P D40Z113P D238Z113P D41Z113P D163Z113P D64Z112P D246Z112P D57Z112P D171Z112P D42Z110P D239Z110P D43Z110P D164Z110P D56Z108P D249Z108P D63Z108P D174Z108P D44Z107P D240Z107P D45Z107P D165Z107P D62Z105P D245Z105P D55Z105P D170Z105P D46Z103P D241Z103P D47Z103P D166Z103P D54Z102P D248Z102P D61Z102P D173Z102P D48Z100P D242Z100P D49Z100P D167Z100P D60Z98P D244Z98P D53Z98P D169Z98P D50Z97P D243Z97P D51Z97P D168Z97P D52Z95P D247Z95P D59Z95P D172Z95P D27Z93P D213Z93P D1Z93P
114.91 113.26 113.26 113.26 113.25 111.60 111.60 111.60 111.59 109.94 109.94 109.94 109.93 108.28 108.28 108.28 108.27 106.62 106.62 106.62 106.61 104.96 104.96 104.96 104.95 103.30 103.30 103.30 103.29 101.64 101.64 101.64 101.63 99.98 99.98 99.98 99.97 98.32 98.32 98.32 98.31 96.66 96.66 96.66 96.65 95.00 95.00 95.00 95.00 93.34 93.33 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 0.9 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0 0.0
1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 0.9 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0 0.0
Helman O. Mozo
Page
Job
449 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D138Z93P D109Z92P D281Z92P D131Z92P D206Z92P D26Z90P D25Z90P D225Z90P D150Z90P D111Z88P D132Z88P D282Z88P D207Z88P D23Z86P D24Z86P D224Z86P D149Z86P D113Z84P D133Z84P D283Z84P D208Z84P D22Z81P D21Z81P D223Z81P D148Z81P D134Z79P D284Z79P D115Z79P D209Z79P D143Z45P D236Z45P D19Z75P D222Z75P D147Z75P D20Z75P D144Z50P D219Z50P D135Z72P D210Z72P D285Z72P D117Z72P D145Z68P D16Z68P D220Z68P D17Z68P D211Z62P D136Z62P D286Z62P D119Z62P D141Z26P D230Z26P D146Z55P
93.33 91.63 91.63 91.63 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 76.99 76.99 75.35 75.35 75.35 75.35 72.08 72.08 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 62.40 62.40 62.40 62.40 56.89 56.89 55.28
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 482.14 482.14 0.00 0.00 0.00 0.00 323.13 323.13 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 455.25 455.25 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 11408.6 11408.5 0.1 0.1 0.0 0.1 7646.1 7646.1 0.1 0.0 0.1 0.2 0.1 0.2 0.2 0.2 0.5 0.5 0.5 0.5 10772.3 10772.3 0.2
0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 11408.6 11408.5 0.1 0.1 0.0 0.1 7646.1 7646.1 0.1 0.0 0.1 0.2 0.1 0.2 0.2 0.2 0.5 0.5 0.5 0.5 10772.3 10772.3 0.2
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
450 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18Z55P D221Z55P D15Z55P D217Z31P D142Z31P D162Z50P D39Z50P D237Z50P D28Z50P D160Z45P D161Z45P D218Z45P D37Z45P D235Z45P D12Z45P D296Z45P D13Z45P D139Z9P D226Z9P D159Z36P D36Z36P D234Z36P D11Z36P D215Z13P D140Z13P D158Z31P D35Z31P D233Z31P D10Z31P D156Z26P D216Z26P D155Z26P D33Z26P D231Z26P D8Z26P D295Z26P D6Z26P D154Z19P D31Z19P D5Z19P D229Z19P D157Z13P D34Z13P D232Z13P D9Z13P D38Z45P D292Z45P D214Z9P D151Z9P D152Z9P D121Z9P D227Z9P
55.28 55.28 55.28 51.12 51.12 50.35 50.35 50.35 50.35 44.57 44.57 44.57 44.57 44.57 44.57 44.57 44.57 41.07 41.07 36.32 36.32 36.32 36.32 35.27 35.27 31.32 31.32 31.32 31.32 26.28 26.28 26.28 26.28 26.28 26.28 26.28 26.28 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 12.16 12.16 8.59 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 294.56 294.56 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 483.08 483.08 0.01 0.01 0.01 0.01 326.13 326.13 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 482.14 482.14 0.01 0.00 0.01 0.01 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 11408.5 11408.5 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 11408.5 11408.5 0.1 0.1 0.1 0.1 0.1
NG NG
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
451 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D294Z9P D3Z9P D14Z50P D293Z50P D32Z26P D290Z26P D7Z31P D291Z31P D30Z9P D288Z9P D289Z13P D4Z13P
8.59 8.59 8.59 7.25 7.25 -4.32 -4.32 -10.09 -10.09 -23.89 -23.89 -29.69 -29.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 641.14 641.14 455.25 455.25 615.94 615.94 483.08 483.08 640.03 640.03
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.1 0.1 0.1 15170.9 15170.9 10772.3 10772.3 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
0.1 0.1 0.1 15170.9 15170.9 10772.3 10772.3 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
*** Analysis Results for Load Case No. 17 "SERVICIO 1-3"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0002285 -0.0001762 -0.004436 0.1592 0.1663 0.0447 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.004771 -483.1 32.48 0.0000 0.0000 0.0000 -3.518 -490.1 41.07 D4Z13P 0.004266 -326.1 21.93 0.0000 0.0000 0.0000 0.004266 -332.8 35.27 D5Z19P 0.004461 -0.003936 -0.0009543 -0.0102 -0.0044 -0.2063 -6.336 -6.344 18.73 D6Z26P 0.007181 -455.2 30.6 0.0000 0.0000 0.0000 -2.526 -461.1 56.89 D7Z31P 0.006748 -294.6 19.8 0.0000 0.0000 0.0000 0.006748 -300.1 51.12 D8Z26P 0.007252 -0.004788 -0.001408 -0.0115 -0.0067 -0.2607 -5.826 -5.838 26.28 D9Z13P 0.004969 -0.003727 -0.000761 -0.0068 -0.0198 -0.1475 -6.698 -6.707 13.34 D10Z31P 0.006949 -0.005155 -0.001556 -0.0163 -0.0280 -0.2774 -5.487 -5.499 31.32 D11Z36P 0.006598 -0.005357 -0.001663 -0.0137 -0.0118 -0.2615 -5.152 -5.164 36.32 D12Z45P 0.008701 -0.00646 -0.001919 -0.0064 -0.0063 -0.2339 -4.594 -4.61 44.57 D13Z45P 0.00869 -482.1 32.41 0.0000 0.0000 0.0000 -2.374 -486.7 76.99 D14Z50P 0.007993 -323.1 21.72 0.0000 0.0000 0.0000 0.007993 -327.3 72.08 D15Z55P 0.007494 -0.006373 -0.002041 0.0382 0.0371 -0.2030 -3.876 -3.89 55.28 D16Z68P 0.005411 -0.004102 -0.001426 -0.0962 -0.0911 0.0325 3.037 -3.035 67.95 D17Z68P 0.005558 -0.004791 -0.002141 -0.0817 -0.0813 -0.1434 -3.026 -3.036 67.95 D18Z55P 0.007589 -0.005974 -0.001165 0.0527 0.0517 0.0268 3.891 -3.889 55.28 D19Z75P 0.002675 -0.001872 -0.001892 -0.0021 0.0005 0.0363 2.536 -2.536 75.35 D20Z75P 0.002774 -0.002492 -0.002128 -0.0341 -0.0376 -0.1240 -2.531 -2.536 75.35 D21Z81P 0.001057 -0.0002994 -0.002438 -0.0223 -0.0205 0.0392 2.134 -2.133 81.32 D22Z81P 0.0007602 -0.0004244 -0.002106 -0.0113 -0.0160 -0.1065 -2.132 -2.133 81.32 D23Z86P -0.0001251 -0.0001536 -0.002031 -0.0158 -0.0212 -0.0902 -1.827 -1.827 85.87 D24Z86P 9.051e-005 0.0002228 -0.003008 0.0059 0.0076 0.0414 1.827 -1.826 85.87 D25Z90P -8.808e-005 0.0002776 -0.003624 -0.0420 -0.0385 0.0431 1.576 -1.576 89.59 D26Z90P -0.0004444 0.0007721 -0.002024 -0.0215 0.0089 -0.0790 -1.577 -1.576 89.59
NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
452 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P
7.48e-005 0.008018 0 0.003885 0.00507 0.006406 0.006414 0.004877 0.006755 0.006866 0.008371 0.008364 0.008005 0.04121 0.04124 0.03258 0.03266 0.02457 0.02459 0.01711 0.01719 0.01047 0.01047 0.0046 0.004925 -0.0003491 0.006504 0.01291 0.02062 0.02822 0.03686 0.04543 0.004896 0.008448 0.01448 0.02092 0.02882 0.03684 0.04583 0.05073 0.05343 0.05325 0.05059 0.05798 0.058 0.06269 0.06274 0.06756 0.06757 0.07247 0.0725 0.07758
-0.000268 -0.006513 0 -0.003185 -0.003601 -0.005336 -0.00426 -0.003345 -0.004548 -0.004784 -0.006367 -0.007369 -0.006203 -0.04094 -0.04102 -0.03231 -0.03241 -0.02436 -0.02442 -0.01698 -0.01705 -0.01033 -0.01039 -0.00473 -0.004856 -0.002622 -0.006048 -0.0136 -0.02024 -0.02821 -0.03653 -0.04515 -0.005289 -0.006899 -0.01476 -0.02037 -0.0288 -0.03646 -0.04551 -0.05035 -0.0529 -0.05287 -0.0502 -0.05731 -0.0573 -0.06212 -0.06213 -0.06692 -0.06692 -0.0719 -0.0719 -0.07697
-0.001937 0.0651 -0.0496 -0.0680 -0.001989 -0.0312 -0.0394 -0.2101 0 0.0000 0.0000 0.0000 0.0006263 0.0000 0.0000 0.0000 -0.0007799 0.0023 0.0059 0.0088 -0.0008254 0.0000 0.0000 0.0000 -0.0009292 0.0039 0.0091 0.0124 -0.0003996 0.0042 0.0033 0.0065 -0.001065 0.0005 0.0013 0.0151 -0.001207 0.0051 0.0064 0.0175 -0.001046 0.0085 0.0100 0.0215 -0.001056 0.0000 0.0000 0.0000 -0.001102 -0.0219 -0.0202 0.0242 -0.002341 0.1510 0.1488 0.0238 -0.008913 0.1592 0.1555 0.0466 -0.002285 0.1420 0.1511 0.0085 -0.008446 0.1286 0.1363 0.0463 -0.002226 0.1369 0.1228 -0.0068 -0.007883 0.1543 0.1447 0.0459 -0.002153 0.1150 0.1457 -0.0221 -0.007197 0.0820 0.0987 0.0456 -0.002081 0.1204 0.0636 -0.0374 -0.006403 0.1710 0.1515 0.0453 -0.001983 0.0657 0.1829 -0.0527 -0.005446 -0.0283 -0.0038 0.0450 -0.001913 0.0825 0.0838 -0.0603 -0.005991 0.1074 0.1062 0.0451 -0.002108 0.1135 0.1194 -0.0298 -0.007579 0.1315 0.1307 0.0458 -0.002254 0.1362 0.1389 0.0008 -0.008706 0.1510 0.1492 0.0464 -0.002366 0.1449 0.1462 0.0314 -0.0049 0.0877 0.0805 0.0448 -0.002053 0.0983 0.0908 -0.0451 -0.006814 0.1093 0.1115 0.0455 -0.002197 0.1279 0.1259 -0.0145 -0.008185 0.1361 0.1386 0.0461 -0.002316 0.1502 0.1484 0.0161 -0.009119 0.1407 0.1573 0.0467 -0.007377 0.1192 0.1415 0.0527 -0.002466 0.1649 0.1760 0.0442 -0.006487 0.1479 0.1739 0.0555 -0.002424 0.1572 0.1627 0.0409 -0.002491 0.1889 0.1878 0.0444 -0.006677 0.1946 0.1957 0.0546 -0.002494 0.1941 0.1934 0.0446 -0.006845 0.1934 0.1916 0.0537 -0.002517 0.1964 0.1969 0.0448 -0.006989 0.1962 0.1966 0.0528 -0.002519 0.2035 0.2024 0.0449 -0.007113 0.2035 0.2022 0.0519 -0.002538 0.2065 0.2063 0.0451
17:07:07 03/17/10
-1.325 -4.207 7.6 3.526 6.345 2.539 5.839 6.708 5.501 5.165 4.612 2.392 4.223 -1.284 1.366 -1.292 1.358 -1.3 1.35 -1.308 1.342 -1.315 1.335 -1.32 1.33 -1.325 1.332 -1.312 1.346 -1.297 1.362 -1.28 1.33 -1.317 1.339 -1.304 1.354 -1.288 1.371 0.9524 -0.6366 0.7432 -0.8511 -0.632 0.748 -0.6273 0.7527 -0.6224 0.7576 -0.6175 0.7625 -0.6124
-1.325 -4.221 -7.6 -7.026 -6.344 -5.838 -5.837 -6.706 -5.499 -5.163 -4.61 -4.611 -4.221 -1.366 -1.366 -1.357 -1.357 -1.349 -1.349 -1.342 -1.342 -1.335 -1.335 -1.33 -1.33 -1.328 -1.331 -1.339 -1.345 -1.353 -1.362 -1.37 -1.33 -1.332 -1.34 -1.345 -1.354 -1.361 -1.371 -0.952 -0.7429 -0.7429 -0.9519 -0.7473 -0.7473 -0.7521 -0.7521 -0.7569 -0.7569 -0.7619 -0.7619 -0.767
93.33 50.35 0 8.591 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 113.3 109.9 109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P
0.07759 0.08267 0.08269 0.08787 0.08783 0.09886 0.09883 0.0914 0.09493 0.09511 0.09134 0.1459 0.1459 0.1012 0.1036 0.1061 0.1086 0.1112 0.1138 0.1164 0.119 0.1217 0.1244 0.1271 0.1298 0.1325 0.1352 0.1379 0.1406 0.1433 0.0003661 -0.0004648 0.0004862 0.001522 0.004337 0.01584 0.003891 0.004777 0.1036 0.1086 0.1138 0.119 0.1244 0.1298 0.1352 0.1406 -0.00164 0.0003999 0.0002883 0.002156 0.00273 0.01592
-0.07697 -0.007218 -0.08213 -0.002539 -0.08211 -0.007307 -0.08735 -0.007382 -0.08727 -0.002552 -0.09832 -0.002589 -0.09827 -0.005407 -0.09083 -0.006748 -0.09444 -0.002573 -0.09454 -0.006081 -0.09083 -0.002559 -0.1454 -0.002656 -0.1454 -0.006051 -0.1006 -0.005507 -0.1031 -0.002602 -0.1055 -0.005677 -0.108 -0.002615 -0.1106 -0.005807 -0.1132 -0.002627 -0.1158 -0.005901 -0.1185 -0.002635 -0.1211 -0.005968 -0.1238 -0.002643 -0.1265 -0.006014 -0.1292 -0.002649 -0.1319 -0.00604 -0.1346 -0.002654 -0.1373 -0.006049 -0.14 -0.002656 -0.1427 -0.006051 0.0009122 -0.00206 0.0002358 -0.00201 -0.0004423 -0.002069 -0.00111 -0.002124 -0.003566 -0.002155 -0.01477 -0.002118 -0.002483 -0.0001912 -0.002939 -0.0005662 -0.103 -0.005597 -0.108 -0.005747 -0.1132 -0.005858 -0.1184 -0.005937 -0.1238 -0.005993 -0.1292 -0.006029 -0.1346 -0.006047 -0.14 -0.00605 0.001725 -0.004296 -0.0001649 -0.003284 0.0002322 -0.00278 -0.001355 -0.002144 -0.001659 -0.001845 -0.01493 -7.494e-006
0.2052 0.2077 0.2106 0.2081 0.2078 0.2340 0.2251 0.1974 0.2208 0.2056 0.2113 0.2779 0.2780 0.2472 0.2521 0.2574 0.2631 0.2676 0.2698 0.2715 0.2743 0.2763 0.2779 0.2792 0.2799 0.2808 0.2794 0.2783 0.2782 0.2784 0.0095 -0.0210 -0.0090 -0.0291 -0.0128 -0.0446 0.0167 0.0118 0.2552 0.2625 0.2700 0.2739 0.2780 0.2804 0.2797 0.2782 -0.0150 0.0005 -0.0095 -0.0219 -0.0019 -0.0342
17:07:07 03/17/10
0.2059 0.2061 0.2071 0.2101 0.2088 0.2399 0.2424 0.2138 0.2219 0.2149 0.2081 0.2779 0.2779 0.2483 0.2514 0.2577 0.2632 0.2677 0.2696 0.2710 0.2738 0.2761 0.2777 0.2790 0.2801 0.2809 0.2794 0.2778 0.2779 0.2780 0.0114 -0.0121 -0.0184 -0.0268 -0.0186 -0.0472 0.0243 0.0161 0.2511 0.2623 0.2692 0.2738 0.2775 0.2796 0.2792 0.2782 -0.0117 0.0049 -0.0106 -0.0162 -0.0028 -0.0299
0.0510 0.0453 0.0501 0.0492 0.0455 0.0471 0.0570 0.0507 0.0480 0.0547 0.0479 0.0471 0.0570 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 -0.0743 -0.0835 -0.0980 -0.1139 -0.1383 -0.1673 0.0036 -0.0980 0.0570 0.0570 0.0570 0.0570 0.0570 0.0570 0.0570 0.0570 0.0441 0.0422 0.0406 0.0376 0.0349 0.0299
0.7676 -0.6073 0.7727 0.7779 -0.6022 -0.2511 0.4488 0.6681 -0.3684 0.5584 -0.4853 -0.2041 0.4959 0.4512 -0.2464 0.4561 -0.2414 0.4612 -0.2362 0.4664 -0.231 0.4717 -0.2256 0.4771 -0.2202 0.4825 -0.2148 0.4879 -0.2094 0.4933 -1.439 -1.693 -1.967 -2.314 -2.756 -3.389 7.026 -7.018 0.4536 0.4586 0.4638 0.469 0.4744 0.4798 0.4852 0.4906 1.438 1.693 1.968 2.318 2.763 3.421
-0.767 -0.7721 -0.7721 -0.7773 -0.7773 -0.4483 -0.4483 -0.6675 -0.5578 -0.5579 -0.6675 -0.4954 -0.4954 -0.4506 -0.4531 -0.4555 -0.458 -0.4606 -0.4632 -0.4658 -0.4685 -0.4711 -0.4738 -0.4765 -0.4792 -0.4819 -0.4846 -0.4873 -0.49 -0.4927 -1.439 -1.692 -1.968 -2.317 -2.764 -3.42 -7.025 -7.025 -0.453 -0.458 -0.4632 -0.4684 -0.4738 -0.4792 -0.4846 -0.49 -1.438 -1.692 -1.967 -2.317 -2.762 -3.42
125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4
Helman O. Mozo
Page
Job
454 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P
0 0 0.0002494 -9.042e-005 0.003204 -0.002473 326.1 -0.002891 0.005347 -0.00425 294.6 -0.00454 0.007373 -0.006358 323.1 -0.006193 0.004564 -0.004329 0.006436 -0.00585 0.001792 -0.001494 0.0002237 -0.0002496 -0.0001683 0.0005672 -0.0008821 0.0006236 483.1 -0.003518 0.004214 -0.003567 0 0 0.004943 -0.002857 455.2 -0.004653 0.00584 -0.004664 0.005014 -0.003489 0.006147 -0.004596 0.006228 -0.004567 0.006787 -0.006729 482.1 -0.006718 0.006691 -0.006217 0.04121 -0.04099 0.03261 -0.03234 0.02457 -0.0244 0.01714 -0.017 0.01042 -0.01039 0.004755 -0.004658 0.007084 -0.008785 0.02063 -0.021 0.0368 -0.03664 0.002615 0.0007759 0.01369 -0.01242 0.02845 -0.02783 0.04553 -0.0451 0.0506 -0.05025 0.05337 -0.05298 0.05793 -0.05732 0.06266 -0.06213 0.06752 -0.06691 0.07246 -0.07189 0.07757 -0.07695 0.08268 -0.0821 0.08786 -0.08723 0.0989 -0.09828 0.09137 -0.09079 0.09499 -0.09437 0.1459 -0.1454
0 -0.001963 0.0003403 21.93 -0.0009989 19.8 -0.001118 21.72 -0.001995 -0.001834 -0.002026 -0.002043 -0.002001 -0.002019 32.48 -0.0003829 0 -0.0007569 30.61 -0.001086 -0.000548 -0.001229 -0.001366 -0.001666 32.41 -0.00176 -0.00239 -0.002333 -0.002272 -0.002196 -0.002121 -0.002022 -0.002092 -0.002243 -0.002366 -0.001951 -0.002148 -0.0023 -0.002413 -0.002463 -0.00247 -0.002477 -0.002503 -0.002506 -0.002527 -0.002529 -0.002544 -0.002545 -0.002588 -0.002567 -0.002576 -0.002653
0.0000 -0.0542 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0929 0.0535 -0.0031 -0.0093 -0.0128 0.0214 0.0000 0.0152 0.0000 0.0042 0.0000 0.0083 -0.0102 -0.0046 0.0079 0.0102 0.0000 -0.0234 0.1453 0.1563 0.1116 0.1607 0.0428 0.2049 0.0866 0.1235 0.1484 0.0808 0.1203 0.1386 0.1463 0.1636 0.1664 0.1864 0.1943 0.1960 0.2032 0.2061 0.2075 0.2072 0.2341 0.2114 0.2216 0.2784
17:07:07 03/17/10
0.0000 0.0741 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0952 0.0512 -0.0037 -0.0075 -0.0076 -0.0142 0.0000 0.0239 0.0000 0.0020 0.0000 0.0062 0.0001 0.0013 0.0013 0.0066 0.0000 -0.0183 0.1515 0.1443 0.1359 0.1187 0.1173 0.0710 0.0996 0.1286 0.1487 0.0801 0.1149 0.1381 0.1490 0.1607 0.1756 0.1885 0.1938 0.1972 0.2029 0.2065 0.2071 0.2098 0.2394 0.2097 0.2226 0.2775
0.0000 -0.0010 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0143 0.0057 -0.0023 -0.0031 -0.0035 -0.0017 0.0000 0.0024 0.0000 -0.0000 0.0000 0.0003 -0.0010 -0.0010 -0.0003 0.0000 0.0000 -0.0040 -0.0424 -0.0355 -0.0286 -0.0217 -0.0148 -0.0079 -0.0113 -0.0251 -0.0389 -0.0044 -0.0182 -0.0320 -0.0458 -0.0514 -0.0535 -0.0534 -0.0533 -0.0532 -0.0531 -0.0529 -0.0528 -0.0527 -0.0514 -0.0540 -0.0530 -0.0514
1.325 1.457e-011 1.325 1.325 7.026 -3.525 332.8 -0.002891 5.838 -2.537 300.1 -0.00454 4.611 -2.39 327.3 -0.006193 3.036 3.027 3.89 3.877 2.536 2.532 2.133 2.132 1.826 1.827 1.576 1.577 490.1 3.519 7.027 7.019 7.6 7.6 6.345 6.338 461.1 2.528 5.839 5.828 6.708 6.7 5.5 5.49 5.164 5.154 4.61 4.596 486.7 2.376 4.221 4.208 1.366 1.284 1.358 1.293 1.35 1.301 1.342 1.308 1.335 1.315 1.33 1.32 1.332 1.316 1.346 1.304 1.362 1.288 1.328 1.326 1.339 1.313 1.353 1.297 1.371 1.28 0.9523 0.8514 0.7434 0.637 0.7479 0.6327 0.7527 0.6279 0.7575 0.6231 0.7625 0.6181 0.7676 0.6131 0.7727 0.6079 0.7779 0.6028 0.4489 0.2517 0.668 0.4859 0.5583 0.369 0.4959 0.2046
93.33 93.33 8.59 35.27 26.28 51.12 44.57 72.08 67.95 55.28 75.35 81.32 85.87 89.59 41.07 8.59 0 18.73 56.89 26.28 13.34 31.32 36.32 44.57 76.99 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P
0.1012 -0.1006 0.1061 -0.1055 0.1112 -0.1106 0.1164 -0.1158 0.1217 -0.1211 0.1271 -0.1265 0.1325 -0.1319 0.1379 -0.1373 0.1432 -0.1427 0.1036 -0.103 0.1086 -0.108 0.1138 -0.1132 0.119 -0.1184 0.1244 -0.1238 0.1298 -0.1292 0.1352 -0.1346 0.1406 -0.14 -0.0009957 -0.0004312 -0.0004423 0.000806 0.0001222 1.532e-005 0.000999 -0.0009934 0.00172 -0.001643 0.01508 -0.01487 0 0 3.109e-005 -4.792e-005 0.004172 -483.1 0.004381 -640 0.005833 -455.2 0.006149 -615.9 0.006778 -482.1 0.006696 -641.1 0.004287 -0.004629 0.006119 -0.006039 0.001967 -0.00221 0.0007267 -0.001217 -0.0002643 7.959e-005 0.0001822 -0.000379 0.005147 -0.004543 0.00523 -0.003946 0 0 0.004525 -0.003396 0.006686 -0.006075 0.006748 -0.005439 0.005377 -0.004021 0.006313 -0.005221 0.005912 -0.005045 0.007694 -0.007372 0.007683 -0.00754 0.006733 -0.006556 0.04123 -0.04097 0.03264 -0.03233 0.02459 -0.02437
-0.002591 -0.002604 -0.002616 -0.002627 -0.002634 -0.002641 -0.002647 -0.002651 -0.002653 -0.002602 -0.002615 -0.002626 -0.002633 -0.00264 -0.002646 -0.002651 -0.002652 -0.002083 -0.00199 -0.002026 -0.002045 -0.002027 -0.001947 0 0.0005276 -32.48 -43.03 -30.61 -41.41 -32.42 -43.11 -0.002583 -0.00259 -0.002175 -0.001678 -0.001033 -0.0004417 -0.001832 -0.0009242 0 -0.001077 -0.00193 -0.001668 -0.001089 -0.001807 -0.001898 -0.00247 -0.002545 -0.002546 0.004179 0.003824 0.003382
0.2451 0.2579 0.2679 0.2708 0.2762 0.2792 0.2813 0.2777 0.2782 0.2526 0.2635 0.2704 0.2747 0.2783 0.2803 0.2799 0.2786 0.0206 -0.0023 -0.0106 -0.0151 -0.0058 -0.0288 0.0000 0.0319 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0965 0.0420 -0.0086 -0.0220 -0.0086 -0.0205 0.0000 0.0123 0.0000 -0.0054 0.0000 -0.0042 -0.0182 -0.0205 -0.0048 -0.0025 0.0000 -0.0375 0.1538 0.1426 0.1288
17:07:07 03/17/10
0.2447 0.2575 0.2669 0.2711 0.2757 0.2786 0.2801 0.2778 0.2777 0.2511 0.2629 0.2693 0.2734 0.2774 0.2797 0.2791 0.2776 0.0151 -0.0113 -0.0039 -0.0196 -0.0036 -0.0295 0.0000 0.0473 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0825 0.0641 0.0065 -0.0059 0.0070 -0.0072 0.0000 0.0305 0.0000 0.0153 0.0000 0.0206 -0.0041 0.0031 0.0175 0.0184 0.0000 -0.0171 0.1526 0.1431 0.1317
-0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 0.0002 -0.0031 -0.0030 -0.0043 -0.0024 -0.0055 0.0000 -0.0881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1333 -0.1553 -0.1201 -0.1094 -0.1013 -0.0949 0.0000 -0.0910 0.0000 -0.1575 0.0000 -0.1884 -0.1237 -0.1978 -0.1890 -0.1744 0.0000 -0.1642 -0.0539 -0.0596 -0.0653
0.4512 0.4561 0.4612 0.4664 0.4717 0.4771 0.4825 0.4879 0.4932 0.4536 0.4586 0.4638 0.469 0.4744 0.4798 0.4852 0.4906 1.439 1.692 1.968 2.317 2.762 3.42 1.9e-015 -1.325 3.527 0.004381 2.539 0.006149 2.39 0.006696 -3.027 -3.877 -2.532 -2.132 -1.827 -1.576 -3.517 -7.017 -7.6 -6.336 -2.526 -5.826 -6.698 -5.488 -5.152 -4.595 -2.375 -4.208 -1.284 -1.292 -1.3
0.2494 0.2445 0.2394 0.2342 0.2289 0.2235 0.2181 0.2127 0.2073 0.247 0.242 0.2368 0.2316 0.2262 0.2208 0.2154 0.21 1.439 1.693 1.968 2.315 2.759 3.39 1.325 1.325 -476.1 -633.3 -449.4 -610.4 -477.5 -636.9 3.027 3.877 2.532 2.131 1.827 1.576 7.018 7.019 7.6 6.337 5.827 5.827 6.699 5.489 5.153 4.596 4.596 4.208 1.284 1.293 1.301
131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -23.89 -29.69 -4.323 -10.09 12.16 7.249 67.95 55.28 75.35 81.32 85.87 89.59 8.588 8.589 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 109.9 106.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P
0.01716 0.01052 0.004775 0.007869 0.02092 0.0369 0.001944 0.0137 0.02859 0.04574 0.05069 0.05324 0.05794 0.0627 0.06753 0.07247 0.07757 0.08269 0.08787 0.09887 0.09141 0.09511 0.1459 0.1013 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1432 0.1037 0.1086 0.1138 0.119 0.1244 0.1298 0.1352 0.1406 -0.0003429 0.000234 0.000299 0.001603 0.002034 0.0152 0 0.004565 640 0.006079 615.9 0.007537
-0.017 -0.01039 -0.004749 -0.007886 -0.02078 -0.0366 -0.001866 -0.01352 -0.02832 -0.04534 -0.05028 -0.05284 -0.05729 -0.06211 -0.06693 -0.0719 -0.07699 -0.08213 -0.08736 -0.09833 -0.09085 -0.09456 -0.1454 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427 -0.1031 -0.108 -0.1132 -0.1185 -0.1238 -0.1292 -0.1346 -0.14 0.0002207 -0.0004154 -0.0006275 -0.002017 -0.002359 -0.0149 0 -0.00391 -0.003312 -0.005422 -0.005132 -0.007362
0.002844 0.002196 0.001434 0.00184 0.003137 0.004022 0.001029 0.002553 0.003628 0.004337 0.002496 0.001561 0.001719 0.001856 0.001975 0.002076 0.00216 0.002233 0.002294 0.0002253 0.001627 0.0009315 0.0007378 0.0003116 0.0004551 0.0005614 0.0006353 0.0006878 0.0007207 0.0007357 0.0007378 0.0007379 0.000388 0.0005128 0.0006011 0.0006641 0.0007066 0.0007304 0.0007371 0.0007379 0.0001423 -0.0007506 -0.001346 -0.001951 -0.002233 -0.003924 0 -0.001507 -43.03 -0.00186 -41.41 -0.002587
0.1274 0.0931 0.1104 0.0952 0.1269 0.1496 0.0859 0.1158 0.1382 0.1395 0.1227 0.1496 0.1946 0.1937 0.1966 0.2037 0.2058 0.2101 0.2082 0.2263 0.1980 0.2071 0.2777 0.2467 0.2572 0.2673 0.2712 0.2760 0.2789 0.2805 0.2780 0.2780 0.2545 0.2623 0.2697 0.2736 0.2776 0.2801 0.2793 0.2779 -0.0187 0.0054 -0.0289 -0.0199 -0.0126 -0.0387 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17:07:07 03/17/10
0.1257 0.0977 0.1079 0.0974 0.1280 0.1486 0.0838 0.1159 0.1396 0.1559 0.1452 0.1733 0.1945 0.1923 0.1970 0.2026 0.2063 0.2075 0.2100 0.2414 0.2139 0.2161 0.2777 0.2475 0.2574 0.2674 0.2706 0.2757 0.2787 0.2805 0.2774 0.2776 0.2509 0.2620 0.2690 0.2735 0.2772 0.2793 0.2790 0.2779 -0.0032 0.0177 -0.0098 -0.0080 0.0068 -0.0231 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0710 -0.0767 -0.0824 -0.0795 -0.0681 -0.0568 -0.0852 -0.0738 -0.0625 -0.0511 -0.0537 -0.0553 -0.0543 -0.0532 -0.0521 -0.0511 -0.0500 -0.0489 -0.0479 -0.0531 -0.0485 -0.0515 -0.0530 -0.0531 -0.0531 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0531 -0.0531 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0911 -0.0980 -0.1048 -0.1145 -0.1258 -0.1431 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-1.308 1.308 103.3 -1.314 1.315 99.98 -1.32 1.32 96.66 -1.317 1.317 98.32 -1.304 1.304 105 -1.288 1.288 111.6 -1.323 1.323 95 -1.311 1.311 101.6 -1.296 1.297 108.3 -1.279 1.28 114.9 -0.851 0.8514 117 -0.6368 0.6372 118 -0.6321 0.6327 119.4 -0.6273 0.6279 120.8 -0.6225 0.6231 122.2 -0.6175 0.6181 123.6 -0.6124 0.613 125.1 -0.6073 0.6079 126.5 -0.6021 0.6026 127.9 -0.2511 0.2517 130.9 -0.4853 0.4858 128.9 -0.3682 0.3688 129.9 -0.2041 0.2046 140.9 -0.2487 0.2494 131.4 -0.2439 0.2445 132.6 -0.2388 0.2394 133.7 -0.2336 0.2342 134.8 -0.2283 0.2289 135.9 -0.2229 0.2235 137 -0.2175 0.2181 138.1 -0.2121 0.2127 139.2 -0.2068 0.2073 140.3 -0.2463 0.2469 132 -0.2414 0.242 133.1 -0.2362 0.2368 134.2 -0.231 0.2315 135.3 -0.2256 0.2262 136.4 -0.2202 0.2208 137.5 -0.2148 0.2154 138.7 -0.2094 0.21 139.8 -1.44 1.44 91.63 -1.692 1.692 87.87 -1.967 1.967 83.77 -2.314 2.314 78.59 -2.758 2.758 71.98 -3.39 3.39 62.4 -1.325 1.457e-011 93.33 -7.018 3.519 8.588 633.3 -0.003312 -29.69 -5.827 2.527 26.28 610.4 -0.005132 -10.09 -4.596 2.376 44.57
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
641.1 483.1 455.3 482.1 0.1012 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1433
-0.006517 -0.002936 -0.004771 -0.006451 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427
-43.11 -32.48 -30.61 -32.42 -0.002601 -0.002614 -0.002626 -0.002634 -0.002642 -0.002648 -0.002654 -0.002655 -0.002656
0.0000 0.0000 0.0000 0.0000 0.2453 0.2576 0.2676 0.2705 0.2759 0.2789 0.2810 0.2774 0.2779
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.2450 0.2578 0.2672 0.2714 0.2761 0.2790 0.2804 0.2782 0.2780
0.0000 0.0000 0.0000 0.0000 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471
636.9 476.1 449.4 477.5 -0.2488 -0.2439 -0.2388 -0.2336 -0.2283 -0.2229 -0.2175 -0.2121 -0.2067
-0.006517 7.249 -3.525 -23.89 -2.538 -4.323 -2.39 12.16 -0.4506 131.4 -0.4555 132.6 -0.4606 133.7 -0.4658 134.8 -0.4711 135.9 -0.4765 137 -0.4819 138.1 -0.4873 139.2 -0.4927 140.3
Joint Support Reactions for Load Case "SERVICIO 1-3": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D0Z93P -43.63 0.0 0.17 0.0 89.16 0.0 0.0 99.26 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -3.06 0.0 14.17 0.0 65.99 0.0 0.0 67.57 0.0 -0.92 0.0 -1.3 0.0 0.71 0.0 0.0 D29Z0P -22.08 0.0 18.66 0.0 135.64 0.0 0.0 138.68 0.0 -0.23 0.0 -0.7 0.0 0.00 0.0 0.0 D137Z93P -0.17 0.0 40.69 0.0 68.58 0.0 0.0 79.74 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -17.46 0.0 -0.31 0.0 76.55 0.0 0.0 78.52 0.0 -1.14 0.0 -1.2 0.0 -0.15 0.0 0.0 D212Z93P -42.07 0.0 0.17 0.0 13.79 0.0 0.0 44.28 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -8.18 0.0 5.83 0.0 8.69 0.0 0.0 13.28 0.0 -0.50 0.0 -1.0 0.0 0.51 0.0 0.0 D287Z93P -0.17 0.0 44.69 0.0 10.29 0.0 0.0 45.86 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-3": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.1661 -0.1661 -0.7215 43.4591 -0.0000 -88.4353 0.0000 0.0000 0.0000 D1Z93P 0.3536 -0.3536 -1.5518 -0.3536 0.3536 1.5518 0.0002 -0.0002 -0.0044 D2Z0P 0.4853 -0.4853 -2.3451 2.5766 -13.6872 -63.6498 0.0000 0.0000 0.0000 D3Z9P 0.4853 -0.4853 -2.3451 -0.4853 0.0022 2.3775 0.0048 -483.0764 32.4762 D4Z13P 0.4853 -0.4853 -2.3451 -0.4853 0.1591 2.3670 0.0043 -326.1265 21.9253 D5Z19P 2.9788 -1.4747 -7.1977 -2.9788 1.4747 7.1977 0.0045 -0.0039 -0.0010 D6Z26P 0.4573 -0.4573 -2.4009 -0.4573 0.0021 2.4315 0.0072 -455.2480 30.6047 D7Z31P 0.4573 -0.4573 -2.4009 -0.4573 0.1627 2.4207 0.0067 -294.5626 19.8022 D8Z26P 2.5226 -0.9971 -4.8526 -2.5226 0.9971 4.8526 0.0073 -0.0048 -0.0014 D9Z13P 1.0100 -0.6224 -3.5931 -1.0100 0.6224 3.5931 0.0050 -0.0037 -0.0008 D10Z31P 3.7604 -1.3206 -6.4009 -3.7604 1.3206 6.4009 0.0069 -0.0052 -0.0016 D11Z36P 1.3039 -1.3039 -5.1266 -1.3039 1.3039 5.1266 0.0066 -0.0054 -0.0017 D12Z45P 0.4843 -0.4843 -2.3757 -0.4843 0.4843 2.3757 0.0087 -0.0065 -0.0019 D13Z45P 0.4843 -0.4843 -2.3757 -0.4843 0.0022 2.4081 0.0087 -482.1351 32.4120 D14Z50P 0.4843 -0.4843 -2.3757 -0.4843 0.1612 2.3974 0.0080 -323.1332 21.7226 D15Z55P 1.1668 -1.1668 -5.7010 -1.1668 1.1668 5.7010 0.0075 -0.0064 -0.0020
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P
2.5210 2.5210 2.5933 0.6535 2.1756 0.5394 0.5394 0.4276 0.4276 0.3801 0.3801 0.3536 0.4843 0.4853 0.4853 0.9426 0.4573 0.4573 0.4853 0.4573 0.9416 0.4843 0.4843 0.4843 0.1848 0.1848 0.1836 0.1836 0.1916 0.1916 0.1904 0.1904 0.1800 0.1800 0.1661 0.1661 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1761 0.2612
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
459 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
460 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
461 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P
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-0.1704 -0.9283 -0.1713 -0.1693 -0.9302 -0.1677 -0.1566 -0.0998 -0.0727 -0.0727 -0.0292 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292 -0.0543 -0.0544 -0.7657 -0.0546 -0.0547 -0.0548 -0.7709 -0.0566 -0.1876 -1.1741 -1.2068 -0.3043 -0.3492 -2.1454 -0.1661 -0.3536 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -2.5210 -1.1668 -0.6535 -0.5394 -0.4276 -0.3801 -0.4853 -1.0812 -0.4853 -0.9924
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-0.1704 -0.9282 -0.1712 -0.1692 -0.9302 -0.1676 -0.1565 -0.0997 -0.0726 -0.0726 -0.0290 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290 -0.0542 -0.0543 -0.7655 -0.0544 -0.0545 -0.0546 -0.7708 -0.0565 -0.1876 -1.1741 -1.2068 -0.3043 -0.3492 -2.1454 41.9066 -0.3536 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -2.5210 -1.1668 -0.6535 -0.5394 -0.4276 -0.3801 -0.4853 -2.7654 7.6920 -2.6052
17:07:07 03/17/10
0.1704 0.9282 0.1712 0.1692 0.9302 0.1676 0.1565 0.0997 0.0726 0.0726 0.0290 0.0270 0.0271 0.0271 0.0271 0.0272 0.0272 0.0273 0.0273 0.0290 0.0542 0.0543 0.7655 0.0544 0.0545 0.0546 0.7708 0.0565 0.1876 1.1741 1.2068 0.3043 0.3492 2.1454 -0.0000 0.3536 0.0022 -0.1548 0.0021 -0.1586 0.0022 -0.1568 2.5210 1.1668 0.6535 0.5394 0.4276 0.3801 0.4853 1.0812 -5.3418 0.9924
0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7034 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3261 1.5702 3.7052 -13.0687 1.5518 2.3126 2.3020 2.3703 2.3595 2.3433 2.3326 5.2755 5.7010 2.8964 2.3461 1.8579 1.6682 2.3451 4.7968 -6.3490 6.7073
0.0579 0.0627 0.0675 0.0725 0.0776 0.0827 0.0879 0.0989 0.0914 0.0950 0.1459 0.1012 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1432 0.1036 0.1086 0.1138 0.1190 0.1244 0.1298 0.1352 0.1406 -0.0010 -0.0004 0.0001 0.0010 0.0017 0.0151 0.0000 0.0000 0.0042 0.0044 0.0058 0.0061 0.0068 0.0067 0.0043 0.0061 0.0020 0.0007 -0.0003 0.0002 0.0051 0.0052 0.0000 0.0045
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-0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0026 -0.0026 -0.0026 -0.0027 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0027 -0.0027 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0027 -0.0027 -0.0021 -0.0020 -0.0020 -0.0020 -0.0020 -0.0019 0.0000 0.0005 -32.4771 -43.0299 -30.6076 -41.4110 -32.4158 -43.1060 -0.0026 -0.0026 -0.0022 -0.0017 -0.0010 -0.0004 -0.0018 -0.0009 0.0000 -0.0011
Helman O. Mozo
Page
Job
462 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P
0.4573 2.1436 1.0100 2.5691 0.9416 0.4843 0.4843 0.4843 0.1848 0.1836 0.1916 0.1904 0.1800 0.1661 0.3461 0.8322 0.3684 0.1661 0.3704 0.3753 0.3609 0.1761 0.2612 0.1704 0.9283 0.1713 0.1693 0.9302 0.1677 0.1566 0.0998 0.0727 0.0727 0.0292 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292 0.0543 0.0544 0.7657 0.0546 0.0547 0.0548 0.7709 0.0566 0.1876
-0.4573 -0.5078 -0.6224 -1.0092 -0.9416 -0.4843 -0.4843 -0.4843 -0.1848 -0.1836 -0.1916 -0.1904 -0.1800 -0.1661 -0.3461 -0.8322 -0.3684 -0.1661 -0.3704 -0.3753 -0.3609 -0.1761 -0.2612 -0.1704 -0.9283 -0.1713 -0.1693 -0.9302 -0.1677 -0.1566 -0.0998 -0.0727 -0.0727 -0.0292 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292 -0.0543 -0.0544 -0.7657 -0.0546 -0.0547 -0.0548 -0.7709 -0.0566 -0.1876
-2.4009 -4.3623 -3.5931 -4.8526 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.8264 -0.8264 -0.7739 -0.7215 -1.4954 -2.9727 -1.5479 -0.7215 -1.6003 -1.6003 -1.5475 -0.7735 -1.2725 -0.9792 -2.1004 -0.9604 -0.9494 -2.0784 -0.9384 -0.7035 -0.3307 -0.2343 -0.2343 -0.1032 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303
-0.4573 -2.1436 -1.0100 -2.5691 -0.9416 -0.4843 -0.4843 -0.4843 -0.1847 -0.1836 -0.1916 -0.1903 -0.1800 -0.1661 -0.3461 -0.8322 -0.3684 -0.1661 -0.3703 -0.3752 -0.3608 -0.1760 -0.2611 -0.1704 -0.9282 -0.1712 -0.1692 -0.9302 -0.1676 -0.1565 -0.0997 -0.0726 -0.0726 -0.0290 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290 -0.0542 -0.0543 -0.7655 -0.0544 -0.0545 -0.0546 -0.7708 -0.0565 -0.1876
17:07:07 03/17/10
0.4573 0.5078 0.6224 1.0092 0.9416 0.4843 0.4843 0.4843 0.1847 0.1836 0.1916 0.1903 0.1800 0.1661 0.3461 0.8322 0.3684 0.1661 0.3703 0.3752 0.3608 0.1760 0.2611 0.1704 0.9282 0.1712 0.1692 0.9302 0.1676 0.1565 0.0997 0.0726 0.0726 0.0290 0.0270 0.0271 0.0271 0.0271 0.0272 0.0272 0.0273 0.0273 0.0290 0.0542 0.0543 0.7655 0.0544 0.0545 0.0546 0.7708 0.0565 0.1876
2.4009 4.3623 3.5931 4.8526 4.7766 2.3757 2.3757 2.3757 0.7739 0.7739 0.8264 0.8264 0.7739 0.7215 1.4954 2.9727 1.5479 0.7215 1.6003 1.6003 1.5475 0.7735 1.2725 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7035 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303
0.0067 0.0067 0.0054 0.0063 0.0059 0.0077 0.0077 0.0067 0.0412 0.0326 0.0246 0.0172 0.0105 0.0048 0.0079 0.0209 0.0369 0.0019 0.0137 0.0286 0.0457 0.0507 0.0532 0.0579 0.0627 0.0675 0.0725 0.0776 0.0827 0.0879 0.0989 0.0914 0.0951 0.1459 0.1013 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1432 0.1037 0.1086 0.1138 0.1190 0.1244 0.1298 0.1352 0.1406 -0.0003
-0.0061 -0.0054 -0.0040 -0.0052 -0.0050 -0.0074 -0.0075 -0.0066 -0.0410 -0.0323 -0.0244 -0.0170 -0.0104 -0.0047 -0.0079 -0.0208 -0.0366 -0.0019 -0.0135 -0.0283 -0.0453 -0.0503 -0.0528 -0.0573 -0.0621 -0.0669 -0.0719 -0.0770 -0.0821 -0.0874 -0.0983 -0.0909 -0.0946 -0.1454 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427 -0.1031 -0.1080 -0.1132 -0.1185 -0.1238 -0.1292 -0.1346 -0.1400 0.0002
-0.0019 -0.0017 -0.0011 -0.0018 -0.0019 -0.0025 -0.0025 -0.0025 0.0042 0.0038 0.0034 0.0028 0.0022 0.0014 0.0018 0.0031 0.0040 0.0010 0.0026 0.0036 0.0043 0.0025 0.0016 0.0017 0.0019 0.0020 0.0021 0.0022 0.0022 0.0023 0.0002 0.0016 0.0009 0.0007 0.0003 0.0005 0.0006 0.0006 0.0007 0.0007 0.0007 0.0007 0.0007 0.0004 0.0005 0.0006 0.0007 0.0007 0.0007 0.0007 0.0007 0.0001
Helman O. Mozo
Page
Job
463 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1.1741 1.2068 0.3043 0.3492 2.1454 0.1661 0.4853 0.4853 0.4573 0.4573 0.4843 0.4843 0.4853 0.4573 0.4843 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
-1.1741 -1.2068 -0.3043 -0.3492 -2.1454 -0.1661 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -0.4853 -0.4573 -0.4843 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292
-1.2179 -1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-1.1741 1.1741 -1.2068 1.2068 -0.3043 0.3043 -0.3492 0.3492 -2.1454 2.1454 -0.0000 -44.5229 -0.4853 0.4853 0.1548 0.4853 -0.4573 0.4573 0.1586 0.4573 -0.4843 0.4843 0.1568 0.4843 -0.0022 0.4853 -0.0021 0.4573 -0.0022 0.4843 -0.0270 0.0270 -0.0271 0.0271 -0.0271 0.0271 -0.0271 0.0271 -0.0272 0.0272 -0.0272 0.0272 -0.0273 0.0273 -0.0273 0.0273 -0.0290 0.0290
17:07:07 03/17/10
1.2179 1.4000 1.3261 1.5702 3.7052 -9.5656 2.3451 2.3020 2.4009 2.3595 2.3757 2.3326 2.3126 2.3703 2.3433 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
0.0002 0.0003 0.0016 0.0020 0.0152 0.0000 0.0046 640.0280 0.0061 615.9357 0.0075 641.1392 483.0782 455.2504 482.1374 0.1012 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1433
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 24.29 -9169.11 -203.98 3825.54 69.08 -3114.61 -78.62 D128P 24.29 -3825.54 -69.08 -2153.50 -91.41 -2929.15 -78.62 D129P 24.28 992.50 -18.19 737.21 145.17 862.40 63.31 D130P 24.28 -273.05 -5.12 308.15 -158.38 14.26 -66.42 D131P 24.28 416.61 25.35 -291.45 132.71 38.44 48.54 D132P 24.28 -349.89 9.99 2505.82 -180.71 532.47 -42.16 D133P 24.28 -2505.82 180.71 -3905.25 190.31 -1149.02 66.50 D134P 24.28 542.20 30.42 2413.89 106.16 596.92 27.58 D135P 24.28 542.20 -30.42 -118.77 -32.99 72.93 -10.92 D136P 24.28 118.77 32.99 172.40 26.06 35.11 7.12 D137P 24.28 -172.40 -26.06 -50.30 -19.07 -44.34 -8.98 D138P 24.28 50.30 19.07 -89.24 -97.57 -7.70 -15.52 D139P 24.28 89.24 97.57 129.92 116.00 28.90 28.16 D140P 24.28 -129.92 -116.00 -122.84 -23.10 -46.64 -25.67 D141P 24.28 122.84 23.10 -321.70 -200.32 -41.68 -37.14 D142P 24.28 321.70 200.32 622.53 299.79 109.43 57.96 D143P 4.87 -10178.00 15589.76 -3916.51 6753.70 -8490.67 13459.91 D144P 164.53 -92.30 -360.23 3561.17 -646.10 3278.02 -950.96 D145P 4.87 6338.33 -6628.75 10178.01 -15589.76 9919.72 -13344.45 D146P 4.87 3916.51 -6753.70 -3407.23 4770.81 306.80 -1194.51 D147P 4.88 1874.15 -2844.84 -795.92 507.78 649.54 -1407.87
-0.0004 -0.0006 -0.0020 -0.0024 -0.0149 0.0000 -0.0039 -0.0033 -0.0054 -0.0051 -0.0074 -0.0065 -0.0029 -0.0048 -0.0065 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427
-0.0008 -0.0013 -0.0020 -0.0022 -0.0039 0.0000 -0.0015 -43.0299 -0.0019 -41.4110 -0.0026 -43.1060 -32.4775 -30.6078 -32.4159 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0027 -0.0027 -0.0027
Helman O. Mozo
Page
Job
464 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P
4.88 -24.95 -24.95 14.12 -0.02 -0.01 164.53 24.28 24.28 24.28 24.28 24.28 4.87 4.87 4.88 4.88 4.88 4.88 4.88 4.88 -24.95 -24.95 -24.95 -24.95 -24.95 14.12 14.12 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23
1015.47 -38.83 -105.36 207.74 195.01 11.80 -92.30 -2413.89 291.45 -308.15 -737.21 2153.50 3407.23 21.00 -3349.01 795.92 437.98 -1420.23 190.64 255.23 162.68 -294.67 -40.68 -207.32 318.89 -172.15 125.40 9.19 46.14 10.35 22.41 11.49 -8.65 6.67 94.61 20.17 20.73 8.85 9.57 4.10 -6.14 -8.56 -4.72 -3351.56 -1591.97 310.78 -91.57 -115.98 -138.80 68.89 57.08 57.08
-1346.72 155.03 870.42 244.10 -320.52 -58.44 360.23 -106.16 -132.71 158.38 -145.17 91.41 -4770.81 18.07 4179.34 -507.79 -958.29 1596.58 -8.96 -647.72 -471.64 -19.67 -522.55 -267.68 -25.09 -86.09 -3.41 -229.52 -171.35 -57.13 -84.88 -29.42 58.62 4.45 148.16 36.60 14.71 4.05 17.71 13.34 -9.12 -16.67 0.97 -1100.10 -39.69 -276.03 -1035.76 -343.06 811.42 4637.20 1040.71 -1040.71
-190.64 40.68 2047.02 172.15 -94.61 -4.09 -1208.42 -3905.25 349.89 -416.61 273.05 -992.50 -21.00 3349.01 -1874.15 -437.98 1420.23 -1015.47 -255.23 1254.06 105.36 -162.68 294.67 38.83 207.32 -125.40 364.53 -20.16 -20.73 -8.85 -9.56 6.14 8.56 4.72 -9.19 -46.14 -10.35 -22.40 -11.79 -11.49 8.65 -6.67 0.00 1591.97 -661.95 -135.11 30.00 -190.61 -68.89 51.17 -37.61 152.85
8.96 522.56 2989.24 86.09 -148.16 -13.34 540.62 -190.31 -9.99 -25.35 5.12 18.19 -18.07 -4179.34 2844.84 958.29 -1596.58 1346.72 647.72 -454.91 -870.42 471.64 19.68 -155.03 267.68 3.41 -87.62 -36.61 -14.71 -4.05 -17.71 9.11 16.67 -0.97 229.51 171.35 57.12 84.87 58.43 29.41 -58.63 -4.46 -0.00 39.69 -1763.36 -691.27 -1149.53 715.20 -4637.20 7509.18 4690.91 204.03
17:07:07 03/17/10
496.88 1.31 1366.68 377.56 181.08 13.90 -614.58 -884.10 189.50 -264.46 -220.12 670.68 2039.90 2030.13 -3146.48 215.63 1119.41 -1467.29 -38.91 909.21 188.67 -321.91 178.78 -118.59 370.39 -295.73 486.92 -19.78 45.84 2.71 23.17 31.80 -0.15 20.55 154.07 -46.84 18.73 -24.43 -4.02 -13.33 4.53 -27.46 -8.50 -1025.61 -1104.20 87.58 -25.01 -94.15 -51.29 21.52 3.93 36.16
-805.88 476.94 2716.71 328.16 -845.32 -129.46 425.65 -41.48 -42.16 48.54 -66.42 63.31 -2884.87 -2506.79 4231.43 271.39 -1539.08 1773.07 384.80 -664.24 -944.64 318.13 -353.96 -297.53 170.76 -82.18 -90.47 -479.98 -335.59 -110.34 -185.03 -36.63 135.79 6.28 681.16 375.06 129.56 160.38 137.33 77.11 -122.18 -38.11 1.73 -618.08 -883.32 -482.27 -887.67 114.28 -944.88 2176.92 1157.38 -144.10
Helman O. Mozo
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Job
465 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P
-1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -105.35 -265.96 -105.35 -105.35 -105.35 -105.36 3.07 3.08 -7.62 0.02 0.01 -265.95 -1.23 -1.23 -1.23 -1.23 -1.23 -105.35 -105.35 -105.35 -105.35 -105.36 -105.36 -105.36 -105.36 3.08 3.08 3.08 3.07 3.07 -7.63 -7.63 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01
-152.85 130.40 27.37 -127.21 126.27 19.16 -40.60 10404.60 -137.03 -3144.22 -3710.16 -1689.57 -835.46 -172.80 -661.33 66.51 -3.90 -19.52 -137.03 37.61 190.61 -30.00 135.11 661.95 -2669.71 309.10 3869.24 -315.06 -331.31 1788.84 410.31 -574.81 294.93 -373.52 40.53 109.42 -94.33 -44.86 31.40 -49.39 -45.95 -71.44 -27.42 -16.78 -47.72 -7.66 147.27 119.16 103.42 77.52 47.01 31.24
-204.03 -130.40 317.97 -27.37 -12.34 127.21 -422.32 -126.27 556.30 -19.16 -184.95 40.60 -1087.90 23.04 977.28 3710.16 -956.13 584.34 -1595.60 -10404.60 -31.72 2669.71 439.77 315.06 284.69 -410.31 207.99 -40.53 -170.85 259.02 -66.54 44.86 -71.78 -147.27 -22.96 -31.24 956.12 -304.19 -4690.91 51.17 -715.20 138.80 1149.53 115.98 691.27 91.57 1763.36 -310.78 -2957.37 -309.10 1097.62 -3869.24 -843.01 1689.57 -1472.33 331.31 709.02 -1788.84 -940.13 835.46 -744.72 574.81 454.90 -627.29 -346.99 661.33 11.38 -294.92 -562.67 373.52 -261.79 172.80 -0.28 -109.41 22.43 -31.40 -284.42 53.52 -105.36 -119.16 -74.25 -103.41 -26.34 -77.51 -42.07 -47.01 -19.00 -29.96 21.20 -18.99 -7.29 -2.29 -81.08 49.39 -82.30 45.95 -42.78 71.45 -26.68 27.42 -24.98 19.52 -13.43 16.78
-317.97 12.34 422.32 -556.30 184.95 1087.90 -1647.09 31.72 912.68 -977.29 2957.37 1472.32 744.72 562.68 1085.39 -22.43 81.08 13.43 -529.33 -7509.18 -811.42 343.06 1035.76 276.03 -1097.63 843.01 -439.78 -709.03 940.13 -284.70 -454.90 197.11 170.86 346.99 -11.38 -207.99 261.79 284.41 47.39 82.30 42.78 26.68 24.98 -8.66 -14.53 -4.41 105.35 74.25 26.34 42.07 22.95 19.00
17:07:07 03/17/10
-34.16 20.51 30.56 -33.42 19.76 12.52 -2.03 8502.87 422.70 -8137.43 -626.77 -828.02 -750.46 -150.15 -283.18 110.68 -272.65 -91.54 -208.47 12.42 97.33 31.37 107.50 202.86 -1794.46 -2144.66 3348.68 9.79 -1277.20 1580.91 593.45 -724.16 673.08 -470.50 291.44 198.64 -143.41 -75.79 84.39 -303.99 -269.38 -268.66 -134.24 -84.29 -120.33 -17.94 354.70 297.80 315.39 189.27 120.01 86.61
-62.95 65.76 81.06 -129.04 136.78 189.24 -316.96 607.84 -41.06 -1545.28 1762.44 1151.87 620.13 542.45 643.72 -88.42 16.76 -17.19 201.66 -1706.90 -451.07 544.63 819.01 1178.11 -2442.77 1169.06 -772.76 -1314.07 993.47 -737.85 -722.66 392.77 -123.97 252.25 -404.06 -330.66 184.07 304.96 -235.58 -41.59 -56.76 0.61 -30.84 -49.90 12.02 -21.10 43.78 -14.53 -29.66 27.75 -3.65 10.04
Helman O. Mozo
Page
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466 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P
0.00 0.00 0.00 89.28 89.28 89.28 89.29 89.29 89.29 89.30 89.30 89.30 89.31 89.31 -93.40 -207.11 -319.22 -341.92 -539.21 86.89 -88.61 86.89 86.89 86.89 86.88 29.42 29.42 -9.86 0.02 0.01 -88.61 89.30 89.29 89.29 89.28 89.28 86.89 86.89 86.89 86.88 86.88 86.88 86.88 86.88 29.42 29.42 29.42 29.42 29.42 -9.86 -9.86 0.01
29.96 19.00 2.30 2837.94 895.05 -1139.30 -803.80 -527.00 45.31 2663.02 -450.85 -450.85 -318.87 343.19 37.05 -460.99 515.58 -139.93 -723.77 875.23 7.81 2027.44 446.76 545.58 403.65 10.33 -46.18 -176.86 177.58 11.82 7.81 2506.16 24.00 527.37 1918.07 -717.15 -1264.23 1146.43 80.59 -573.37 673.73 -166.85 -23.57 247.33 85.56 -220.17 -107.17 -208.89 297.75 144.61 -86.93 13.66
8.66 14.53 4.41 -20.93 42.53 -13.09 -5.35 37.61 9.80 180.42 31.70 -31.70 48.35 -38.67 19.35 -91.63 81.97 -41.14 -194.43 -1826.47 335.33 -1986.02 -697.22 -958.04 -646.33 74.34 547.62 -245.78 -265.31 -37.10 -335.33 -104.55 -132.82 181.04 -165.01 118.03 1797.27 -1834.76 -68.72 715.60 -1101.31 276.16 75.87 -502.47 -337.55 -118.71 -430.41 -194.00 -47.62 88.40 -3.00 -187.93
47.73 7.66 0.00 -895.05 717.15 -1918.07 -527.37 -24.00 -2663.02 3993.20 -2506.16 318.87 -343.19 -37.05 460.99 -515.58 139.93 723.77 -1038.01 -446.76 -3279.69 -875.22 1264.23 573.38 23.57 107.17 2027.04 -144.60 -88.13 -4.09 830.54 3993.20 -45.31 527.01 803.80 1139.30 -1146.43 -80.59 -545.58 -673.73 166.85 -403.65 -247.33 1017.09 46.18 -85.55 220.17 -10.32 208.89 86.94 -313.16 -21.83
-21.20 140.13 7.28 48.08 -0.00 4.15 -42.53 1132.46 -118.03 789.82 165.01 -1524.34 -181.04 -540.72 132.82 -169.21 -180.42 -646.52 187.18 1192.95 104.55 -597.11 -48.35 -22.73 38.67 -79.84 -36.72 60.95 80.82 98.47 -92.63 -128.77 38.98 120.96 175.68 122.36 -279.24 -204.18 697.22 258.11 404.48 -3091.87 1826.47 692.02 -1797.27 1030.72 -715.60 674.07 -75.87 257.36 430.42 82.70 2611.15 1394.27 -88.40 -319.49 -88.56 161.34 6.71 13.94 -607.60 396.11 -187.18 909.32 -9.80 -6.30 -37.61 384.73 5.35 1290.79 13.09 243.87 1834.76 -1452.20 68.71 642.07 958.04 -280.11 1101.31 -751.27 -276.16 506.38 646.33 -343.67 502.47 -163.19 -157.47 761.70 -547.61 92.73 337.55 -215.19 118.72 79.54 -74.33 -154.30 194.01 356.61 3.00 230.12 61.24 -397.64 2.28 -14.73
17:07:07 03/17/10
-22.63 39.33 7.94 -36.99 -36.99 75.74 -75.71 52.34 -42.14 65.88 27.51 -13.79 10.49 -15.01 19.81 -24.30 22.32 28.20 -54.90 -680.28 699.11 -95.82 -1502.70 -1008.22 -435.06 355.28 2223.37 -332.13 -638.23 -54.82 -445.52 -40.81 -42.14 52.34 -75.71 75.74 2187.97 -1063.89 535.74 1094.52 -829.80 555.72 348.40 -397.55 -623.04 154.03 -219.39 -188.87 103.04 90.85 57.88 -334.85
Helman O. Mozo
Page
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467 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 172.76 172.76 172.77 172.77 172.77 172.78 172.78 172.79 172.79 172.79 172.80 -184.45 -363.14 -539.32 -562.02 -562.02 233.33 355.02 233.33 233.32 233.32 233.32 5.20 5.20 12.00 -0.01 -0.01 355.01 172.78 172.78 172.77 172.77 172.76 233.32 233.32 233.32 233.32
45.00 -133.14 10.63 -26.08 22.36 -60.98 11.46 -10.64 -8.64 70.24 6.69 8.87 88.13 88.55 21.83 -2.28 20.31 -22.30 8.97 -21.07 9.55 -4.92 4.09 -6.71 -6.15 -26.66 -8.55 -22.36 -4.71 -2.04 -2894.63 648.08 -1406.63 -205.22 262.04 350.52 -71.26 1149.45 -111.26 -137.52 -180.39 1935.04 83.06 -5892.60 56.28 -997.47 56.28 997.47 -146.46 290.31 132.31 -423.78 40.45 -16.23 -247.51 578.45 238.65 -655.97 -17.72 204.41 -213.81 1022.34 -663.19 -16416.87 57.32 1007.89 1602.18 2491.45 -245.20 6034.39 -360.05 2327.71 -213.01 975.13 -113.97 277.38 -423.67 -82.02 -41.04 41.74 37.64 -69.10 -5.47 -22.96 57.32 -1007.89 34.45 4580.91 224.13 -408.59 -49.52 -1088.78 189.54 -532.23 524.17 -1761.85 2006.72 3607.88 -814.16 -755.17 439.01 -5088.18 1056.75 -249.56
-20.30 -8.97 -9.55 6.15 8.55 4.71 -13.66 -45.00 -10.63 -22.35 -11.81 -11.46 8.65 -6.68 0.00 1406.63 -524.17 -189.54 49.52 -224.13 -83.06 48.58 -34.45 146.46 -132.31 -40.45 247.51 -238.65 17.72 213.81 -246.01 245.20 -274.56 663.20 -2006.72 -1056.75 -652.36 27.29 680.85 -19.87 -109.68 -18.03 -69.12 48.58 180.39 111.26 71.26 -262.04 814.16 -439.01 360.06 569.09
22.30 44.55 -199.91 21.07 3.01 -9.04 4.91 23.11 -101.13 26.66 31.78 28.88 22.36 -0.16 167.00 2.03 20.56 19.67 187.93 134.32 498.66 133.13 -41.79 236.01 26.08 17.45 6.81 60.98 -24.14 71.97 37.10 -4.08 58.05 10.64 -13.29 7.08 -70.24 4.51 -174.78 -8.88 -27.47 -56.35 -0.00 -8.48 -3.68 205.22 -867.31 497.36 1761.85 -945.90 762.60 532.23 36.15 440.12 1088.78 -8.83 909.17 408.59 -103.00 83.24 5892.60 -65.07 1933.25 -7525.05 23.59 -2404.76 -4580.91 4.41 -1126.44 -290.31 34.92 121.80 423.78 -33.62 86.12 -17.74 18.29 -87.91 -595.44 56.93 -120.94 639.22 -64.10 160.56 -206.57 47.31 -159.16 -1022.34 41.10 -171.42 1605.14 -53.29 304.50 -6034.39 -251.80 -13524.85 -1185.41 -205.28 -167.75 16416.86 1360.58 11356.35 -3607.89 -1356.58 1461.75 249.56 -853.50 1552.57 686.89 -521.31 1001.22 657.33 -61.01 657.92 1069.13 181.02 694.80 16.28 -60.54 57.66 80.14 -129.93 19.91 13.39 -42.38 -17.26 378.93 -5.58 -297.18 7525.05 11.62 1693.73 -1935.04 119.53 -692.48 137.52 22.53 -347.11 -1149.45 123.68 -797.50 -350.52 151.42 -1220.27 755.17 1699.33 2628.35 5088.18 -754.92 2610.24 -2327.71 481.37 -4467.41 -569.25 979.42 -493.26
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
468 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
233.32 233.32 233.32 233.32 5.20 5.20 5.20 5.20 5.20 12.00 12.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00
-569.09 528.88 652.37 -608.59 186.15 -295.70 -27.29 57.73 -59.51 19.87 1.86 -21.44 -20.74 -51.01 -11.61 -4.47 -40.07 -4.71 109.68 93.15 79.45 60.57 32.11 18.03 18.81 14.85 0.43
569.24 -2253.44 -686.90 645.48 -457.73 115.72 -657.33 -255.60 -1.46 -16.28 277.79 -106.17 -74.01 -26.38 -42.14 -18.93 21.19 -7.34 -80.14 -82.59 -42.68 -26.74 -25.01 -13.40 8.69 14.50 4.38
-528.88 213.01 608.59 -279.13 423.68 -186.14 295.71 113.97 -57.72 -1.86 -22.24 -93.15 -79.45 -60.56 -32.11 -18.81 -14.85 -0.43 21.44 20.75 51.02 11.62 5.47 4.47 40.08 4.71 0.00
2253.44 -975.13 -645.48 376.89 82.02 457.73 -115.72 -277.38 255.61 -277.78 -74.51 82.58 42.68 26.73 25.01 -8.70 -14.50 -4.39 106.16 74.00 26.38 42.13 22.96 18.92 -21.20 7.33 -0.00
17:07:07 03/17/10
-661.43 446.93 759.61 -534.77 429.24 -339.16 188.93 120.85 -82.51 17.90 -20.26 -206.66 -180.70 -201.24 -78.86 -41.98 -99.05 -9.27 236.50 205.43 235.31 130.19 67.79 40.60 106.22 35.29 0.79
1700.41 -1944.93 -802.64 615.88 -264.45 403.64 -544.13 -375.15 178.88 -292.25 202.03 -42.54 -56.51 0.63 -30.89 -49.82 12.07 -21.15 46.93 -15.48 -29.41 27.77 -3.71 9.97 -22.56 39.37 7.90
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D91Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D272Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D271Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5
Helman O. Mozo
Page
Job
469 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D105Z139P D129Z139P D270Z138P D195Z138P D303Z138P D104Z138P D278Z138P D203Z138P D103Z138P D128Z138P D269Z137P D194Z137P D302Z137P D102Z137P D277Z136P D202Z136P D101Z136P D127Z136P D268Z136P D193Z136P D301Z136P D100Z136P D276Z135P D201Z135P D99Z135P D126Z135P D267Z135P D192Z135P D300Z135P D98Z135P D275Z134P D200Z134P D97Z134P D125Z134P D266Z134P D191Z134P D299Z134P D96Z134P D274Z133P D199Z133P D95Z133P D124Z133P D265Z133P D190Z133P D298Z133P D94Z133P D273Z132P D198Z132P D93Z132P D123Z132P D264Z131P D189Z131P
138.65 138.65 138.10 138.10 138.10 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.99 136.98 136.44 136.43 136.43 136.43 135.88 135.88 135.88 135.87 135.33 135.32 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.21 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.11 133.10 132.55 132.55 132.55 132.55 132.00 132.00 132.00 131.99 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.19 0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.5 4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4
4.5 4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4
Helman O. Mozo
Page
Job
470 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D297Z131P D92Z131P D260Z131P D185Z131P D84Z131P D85Z131P D262Z130P D87Z130P D187Z130P D88Z130P D261Z129P D89Z129P D186Z129P D86Z129P D259Z128P D184Z128P D83Z128P D82Z128P D258Z126P D80Z126P D183Z126P D81Z126P D257Z125P D182Z125P D78Z125P D79Z125P D256Z124P D76Z124P D181Z124P D77Z124P D255Z122P D180Z122P D74Z122P D75Z122P D254Z121P D72Z121P D179Z121P D73Z121P D253Z119P D178Z119P D70Z119P D71Z119P D252Z118P D67Z118P D177Z118P D68Z118P D251Z117P D69Z117P D176Z117P D66Z117P D250Z115P D58Z115P
131.44 131.44 130.89 130.89 130.89 130.88 129.90 129.89 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.91 127.90 126.49 126.49 126.49 126.48 125.07 125.07 125.07 125.06 123.65 123.65 123.65 123.64 122.23 122.22 122.22 122.22 120.81 120.80 120.80 120.80 119.39 119.38 119.38 119.38 117.97 117.96 117.96 117.96 116.95 116.95 116.95 116.94 114.92 114.92
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5
3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5
Helman O. Mozo
Page
Job
471 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D175Z115P D65Z115P D238Z113P D40Z113P D163Z113P D41Z113P D246Z112P D64Z112P D171Z112P D57Z112P D239Z110P D42Z110P D164Z110P D43Z110P D249Z108P D56Z108P D174Z108P D63Z108P D240Z107P D44Z107P D165Z107P D45Z107P D245Z105P D62Z105P D170Z105P D55Z105P D241Z103P D46Z103P D166Z103P D47Z103P D248Z102P D54Z102P D173Z102P D61Z102P D242Z100P D48Z100P D167Z100P D49Z100P D244Z98P D60Z98P D169Z98P D53Z98P D243Z97P D50Z97P D168Z97P D51Z97P D247Z95P D52Z95P D172Z95P D59Z95P D213Z93P D27Z93P
114.92 114.91 113.26 113.26 113.26 113.25 111.60 111.60 111.60 111.59 109.94 109.94 109.94 109.93 108.28 108.28 108.28 108.27 106.62 106.62 106.62 106.61 104.96 104.96 104.96 104.95 103.30 103.30 103.30 103.29 101.64 101.64 101.64 101.63 99.98 99.98 99.98 99.97 98.32 98.32 98.32 98.31 96.66 96.66 96.66 96.65 95.00 95.00 95.00 95.00 93.34 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.5 1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0
1.5 1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0
Helman O. Mozo
Page
Job
472 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D138Z93P D1Z93P D281Z92P D109Z92P D206Z92P D131Z92P D225Z90P D150Z90P D26Z90P D25Z90P D282Z88P D207Z88P D111Z88P D132Z88P D224Z86P D149Z86P D23Z86P D24Z86P D283Z84P D208Z84P D113Z84P D133Z84P D223Z81P D148Z81P D22Z81P D21Z81P D284Z79P D209Z79P D115Z79P D134Z79P D161Z45P D13Z45P D19Z75P D147Z75P D20Z75P D222Z75P D144Z50P D14Z50P D135Z72P D210Z72P D117Z72P D285Z72P D16Z68P D145Z68P D17Z68P D220Z68P D136Z62P D211Z62P D119Z62P D286Z62P D155Z26P D6Z26P
93.33 93.33 91.63 91.62 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 76.99 76.99 75.35 75.35 75.35 75.35 72.08 72.08 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 62.40 62.40 62.40 62.40 56.89 56.89
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 482.14 482.14 0.00 0.00 0.00 0.00 323.13 323.13 0.00 0.00 0.01 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 455.25 455.25
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 11408.5 11408.5 0.1 0.1 0.1 0.1 7646.1 7646.1 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.1 0.5 0.5 0.5 0.5 10772.3 10772.3
0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 11408.5 11408.5 0.1 0.1 0.1 0.1 7646.1 7646.1 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.1 0.5 0.5 0.5 0.5 10772.3 10772.3
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
473 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18Z55P D146Z55P D15Z55P D221Z55P D7Z31P D142Z31P D39Z50P D162Z50P D28Z50P D237Z50P D37Z45P D38Z45P D143Z45P D160Z45P D12Z45P D235Z45P D236Z45P D292Z45P D151Z9P D3Z9P D36Z36P D159Z36P D11Z36P D234Z36P D140Z13P D4Z13P D35Z31P D158Z31P D10Z31P D233Z31P D32Z26P D33Z26P D141Z26P D156Z26P D8Z26P D231Z26P D290Z26P D230Z26P D154Z19P D31Z19P D5Z19P D229Z19P D34Z13P D157Z13P D9Z13P D232Z13P D218Z45P D296Z45P D30Z9P D139Z9P D121Z9P D152Z9P
55.28 55.28 55.28 55.28 51.12 51.12 50.35 50.35 50.35 50.35 44.57 44.57 44.57 44.57 44.57 44.57 44.57 44.57 41.07 41.07 36.32 36.32 36.32 36.32 35.27 35.27 31.32 31.32 31.32 31.32 26.28 26.28 26.28 26.28 26.28 26.28 26.28 26.28 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 12.16 12.16 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 294.56 294.56 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 483.08 483.08 0.01 0.01 0.01 0.01 326.13 326.13 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 482.14 482.14 0.01 0.00 0.00 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.2 0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.3 0.3 0.3 0.2 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 11408.5 11408.6 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.3 0.3 0.3 0.2 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 11408.5 11408.6 0.1 0.1 0.1 0.1
NG NG
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
474 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D227Z9P D288Z9P D226Z9P D219Z50P D293Z50P D216Z26P D295Z26P D217Z31P D291Z31P D214Z9P D294Z9P D289Z13P D215Z13P
8.59 8.59 8.59 8.59 7.25 7.25 -4.32 -4.32 -10.09 -10.09 -23.89 -23.89 -29.69 -29.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 641.14 641.14 455.25 455.25 615.94 615.94 483.08 483.08 640.03 640.03
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.1 0.2 0.1 0.2 15170.9 15170.9 10772.3 10772.4 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
0.1 0.2 0.1 0.2 15170.9 15170.9 10772.3 10772.4 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
*** Analysis Results for Load Case No. 18 "SERVICIO 1-4"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0001062 0.0001033 -0.0003658 -0.0041 0.0007 -0.0217 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0004135 330.9 -22.25 0.0000 0.0000 0.0000 -3.522 323.9 -13.66 D4Z13P 1.374e-005 818.8 -55.05 0.0000 0.0000 0.0000 1.374e-005 812.1 -41.71 D5Z19P -0.0002022 0.005473 -0.000965 -0.0433 -0.0321 -0.4986 -6.341 -6.335 18.73 D6Z26P 0.0003751 308.7 -20.76 0.0000 0.0000 0.0000 -2.532 302.9 5.529 D7Z31P 4.159e-005 778.1 -52.31 0.0000 0.0000 0.0000 4.159e-005 772.6 -20.99 D8Z26P 0.0003767 0.008534 -0.00151 -0.0554 -0.0413 -0.6304 -5.832 -5.824 26.28 D9Z13P 0.0001389 0.005987 -0.0008903 -0.0146 -0.0296 -0.3599 -6.703 -6.697 13.34 D10Z31P 7.405e-005 0.008375 -0.001658 -0.0366 -0.0498 -0.6766 -5.494 -5.486 31.32 D11Z36P -0.0001057 0.008208 -0.001758 -0.0532 -0.0404 -0.6355 -5.158 -5.15 36.32 D12Z45P 0.0005851 0.01125 -0.002272 -0.0521 -0.0381 -0.5686 -4.603 -4.592 44.57 D13Z45P 0.0005845 324.9 -21.84 0.0000 0.0000 0.0000 -2.383 320.3 22.73 D14Z50P 8.602e-005 808.8 -54.38 0.0000 0.0000 0.0000 8.602e-005 804.6 -4.021 D15Z55P -8.108e-005 0.009886 -0.002414 -0.1060 -0.0305 -0.4784 -3.883 -3.873 55.28 D16Z68P 0.0003917 0.0057 -0.002359 0.1313 -0.0020 -0.0066 3.032 -3.026 67.95 D17Z68P -8.421e-005 0.007666 -0.002495 0.0559 -0.0097 -0.3877 -3.031 -3.024 67.95 D18Z55P 0.0002901 0.008054 -0.002309 -0.0758 -0.0031 -0.0175 3.883 -3.875 55.28 D19Z75P -1.022e-005 0.002357 -0.002114 0.0000 -0.0032 -0.0170 2.534 -2.531 75.35 D20Z75P 0.0003569 0.004697 -0.002304 0.0291 -0.0348 -0.3241 -2.533 -2.529 75.35 D21Z81P -9.392e-005 0.0006055 -0.001769 0.0264 0.0042 -0.0171 2.132 -2.132 81.32 D22Z81P 0.0003743 0.001895 -0.001912 -0.0085 -0.0185 -0.2741 -2.132 -2.131 81.32 D23Z86P 0.0001034 0.0006436 -0.001509 -0.0005 -0.0111 -0.2382 -1.826 -1.826 85.87 D24Z86P 8.149e-005 -0.0005791 -0.001357 0.0057 -0.0089 -0.0187 1.827 -1.827 85.87 D25Z90P -0.0005684 -0.0003299 -0.0009887 -0.0051 0.0011 -0.0209 1.576 -1.577 89.59 D26Z90P 0.0006357 0.0001946 -0.001087 -0.0061 -0.0217 -0.2069 -1.576 -1.576 89.59
NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
475 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P
-0.0001124 0.0001096 0 -0.0003829 0.0002402 -0.0002765 -0.0002789 -0.0001029 6.974e-006 0.0001908 -0.0004466 -0.000446 6.292e-005 1.637e-005 -3.168e-005 -4.449e-005 -9.456e-005 -6.062e-005 -9.291e-005 -6.818e-005 -0.0001013 -2.069e-005 -0.0001349 -1.297e-005 -8.238e-005 -6.774e-005 -0.0003931 2.982e-005 -0.0002309 4.754e-005 -0.0001094 0.0001072 2.539e-006 0.0002601 -0.0001954 6.513e-005 -0.0001912 1.097e-005 -0.0001791 -9.524e-005 -0.000112 2.335e-005 2.153e-005 -0.0001318 -0.0001201 -1.565e-005 -4.663e-005 1.916e-005 2.155e-006 0.0001024 8.883e-005 0.0001428
0.0001327 -0.000416 -0.0083 -0.0064 -0.1773 0.01044 -0.002358 -0.0016 -0.0407 -0.5248 0 0 0.0000 0.0000 0.0000 330.9 -22.25 0.0000 0.0000 0.0000 0.004194 -0.0008899 -0.0058 -0.0011 -0.0046 308.7 -20.76 0.0000 0.0000 0.0000 0.00641 -0.001348 -0.0093 -0.0013 -0.0065 0.004749 -0.0008063 0.0092 0.0051 -0.0028 0.006276 -0.001491 0.0071 0.0041 -0.0070 0.006211 -0.001615 -0.0103 -0.0028 -0.0088 0.009286 -0.002143 -0.0136 -0.0005 -0.0111 324.9 -21.84 0.0000 0.0000 0.0000 0.008533 -0.002241 0.0342 0.0053 -0.0096 0.05237 0.001844 -0.1920 0.0027 -0.0744 0.05258 0.001827 -0.1931 -0.0010 0.0025 0.04132 0.001629 -0.1905 -0.0015 -0.0916 0.04151 0.001616 -0.1901 0.0020 -0.0016 0.03107 0.001357 -0.1579 -0.0007 -0.1087 0.03129 0.001352 -0.1578 0.0012 -0.0056 0.02161 0.001029 -0.1779 0.0009 -0.1259 0.02181 0.001033 -0.1785 -0.0009 -0.0096 0.01316 0.0006272 -0.0975 -0.0057 -0.1430 0.01332 0.0006434 -0.0980 0.0052 -0.0136 0.005934 0.000159 -0.1807 0.0081 -0.1602 0.006046 0.0001907 -0.1828 -0.0094 -0.0176 0.001155 -8.304e-005 -0.1029 0.0021 -0.1687 0.01043 0.0004252 -0.1184 -0.0003 -0.0156 0.01662 0.0008535 -0.1498 -0.0001 -0.1344 0.02672 0.001204 -0.1613 0.0002 -0.0076 0.03588 0.001511 -0.1780 0.0009 -0.1001 0.04699 0.001733 -0.1906 0.0014 0.0005 0.05793 0.00194 -0.1943 -0.0023 -0.0658 0.00118 -4.263e-005 -0.1070 -0.0027 -0.0197 0.01028 0.0004021 -0.1175 -0.0008 -0.1516 0.01681 0.0008628 -0.1505 -0.0002 -0.0116 0.0265 0.001205 -0.1612 0.0002 -0.1173 0.03609 0.001501 -0.1777 -0.0008 -0.0036 0.0468 0.001748 -0.1905 0.0013 -0.0830 0.05809 0.001923 -0.1861 -0.0047 0.0045 0.06459 0.0007184 -0.1873 0.0116 0.0051 0.06771 0.0001632 -0.2142 -0.0107 -0.0618 0.06806 0.0001019 -0.2098 -0.0008 0.0052 0.06435 0.0007543 -0.1948 -0.0254 -0.0622 0.07361 0.0002677 -0.2502 0.0048 -0.0609 0.07386 0.0001956 -0.2457 -0.0028 0.0056 0.07983 0.0003448 -0.2508 0.0028 -0.0601 0.07998 0.0002895 -0.2486 0.0037 0.0061 0.08608 0.0004249 -0.2556 0.0022 -0.0593 0.0862 0.0003577 -0.2528 0.0025 0.0066 0.09253 0.0004815 -0.2643 0.0027 -0.0584 0.09255 0.000427 -0.2616 0.0028 0.0070 0.09915 0.0005394 -0.2686 0.0020 -0.0576
17:07:07 03/17/10
-1.325 -4.214 7.6 3.522 6.341 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.215 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 0.9016 -0.6901 0.69 -0.9016 -0.6901 0.6899 -0.69 0.69 -0.69 0.69 -0.6899 0.6901 -0.6899
-1.325 93.33 -4.204 50.35 -7.6 0 323.9 -13.66 -6.336 18.73 302.9 5.529 -5.826 26.28 -6.698 13.34 -5.488 31.32 -5.152 36.32 -4.594 44.57 320.3 22.73 -4.206 50.35 -1.273 113.3 -1.272 113.3 -1.284 109.9 -1.283 109.9 -1.294 106.6 -1.294 106.6 -1.303 103.3 -1.303 103.3 -1.312 99.98 -1.312 99.98 -1.319 96.66 -1.319 96.66 -1.324 95 -1.315 98.32 -1.308 101.6 -1.298 105 -1.289 108.3 -1.278 111.6 -1.267 114.9 -1.324 95 -1.315 98.32 -1.308 101.6 -1.298 105 -1.289 108.3 -1.278 111.6 -1.267 114.9 -0.8371 117 -0.6223 118 -0.6219 118 -0.8373 117 -0.6164 119.4 -0.6161 119.4 -0.6102 120.8 -0.61 120.8 -0.6039 122.2 -0.6038 122.2 -0.5975 123.6 -0.5974 123.6 -0.5908 125.1
Helman O. Mozo
Page
Job
476 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D79Z125P 0.0001353 0.09913 D80Z126P 0.0002245 0.1058 D81Z126P 0.0002151 0.1057 D82Z128P 0.0002468 0.1124 D83Z128P 0.0003203 0.1125 D84Z131P 0.0004402 0.1269 D85Z131P 0.0004581 0.1266 D86Z129P 0.0003171 0.1169 D87Z130P 0.000479 0.1219 D88Z130P 0.000314 0.1216 D89Z129P 0.0003663 0.1172 D90Z141P 0.0003712 0.1882 D91Z141P 0.0003716 0.1883 D92Z131P 0.0004056 0.1296 D93Z132P 0.0004302 0.1331 D94Z133P 0.0004025 0.136 D95Z133P 0.0004231 0.1396 D96Z134P 0.0004026 0.1427 D97Z134P 0.0004151 0.1463 D98Z135P 0.0003996 0.1495 D99Z135P 0.0004075 0.1531 D100Z136P 0.0003962 0.1564 D101Z136P 0.0004001 0.1601 D102Z137P 0.0003926 0.1635 D103Z138P 0.0003927 0.1671 D104Z138P 0.0003888 0.1706 D105Z139P 0.0003854 0.1742 D106Z139P 0.0003823 0.1777 D107Z140P 0.0003782 0.1812 D108Z140P 0.0003753 0.1848 D109Z92P 0.000118 0.0001582 D111Z88P 0.0005513 0.0004853 D113Z84P 0.0002641 0.001534 D115Z79P 0.0002928 0.002822 D117Z72P 0.00124 0.007385 D119Z62P 7.928e-005 0.02177 D121Z9P -0.0003874 0.004518 D122Z9P 0.0004187 0.005601 D123Z132P 0.0004182 0.1328 D124Z133P 0.0004153 0.1393 D125Z134P 0.0004098 0.1461 D126Z135P 0.0004039 0.153 D127Z136P 0.000398 0.16 D128Z138P 0.0003921 0.167 D129Z139P 0.0003856 0.1742 D130Z140P 0.0003787 0.1812 D131Z92P -0.0001988 -6.171e-005 D132Z88P -0.0003695 -0.0005058 D133Z84P 0.000108 -0.0001801 D134Z79P -0.0002359 0.001904 D135Z72P 1.809e-006 0.00225 D136Z62P -7.213e-005 0.0208
0.0004744 0.00058 0.0005243 0.000559 0.0006222 -0.0007567 -0.0007517 0.0001415 -0.0002877 -0.0003013 0.0001726 -0.0004354 -0.000431 -0.0006992 -0.0006525 -0.0006071 -0.0005729 -0.0005398 -0.0005176 -0.0004926 -0.0004781 -0.0004599 -0.0004519 -0.0004399 -0.0004379 -0.0004317 -0.0004352 -0.0004307 -0.0004352 -0.0004309 -0.0007156 -0.0013 -0.00172 -0.002064 -0.002557 -0.003364 -0.0006453 -0.0007191 -0.0006467 -0.0005672 -0.0005122 -0.0004729 -0.0004467 -0.0004329 -0.0004305 -0.0004307 -0.0006529 -0.001163 -0.001531 -0.001974 -0.00213 -0.003321
-0.2656 -0.2700 -0.2678 -0.2692 -0.2720 -0.3067 -0.3022 -0.2620 -0.2851 -0.2769 -0.2761 -0.3619 -0.3643 -0.3218 -0.3266 -0.3373 -0.3415 -0.3506 -0.3508 -0.3556 -0.3567 -0.3621 -0.3615 -0.3660 -0.3643 -0.3681 -0.3639 -0.3646 -0.3622 -0.3647 -0.0131 -0.0090 0.0022 0.0044 -0.0158 0.0237 -0.0217 -0.0432 -0.3316 -0.3444 -0.3536 -0.3588 -0.3643 -0.3676 -0.3665 -0.3644 -0.0042 -0.0035 0.0161 0.0224 0.0037 0.0445
17:07:07 03/17/10
0.0025 0.0041 0.0025 0.0009 0.0028 -0.0040 -0.0032 0.0029 -0.0055 0.0079 -0.0029 -0.0004 -0.0004 -0.0024 0.0005 -0.0003 -0.0006 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0296 -0.0035 -0.0241 -0.0166 -0.0231 -0.0343 -0.0002 -0.0153 0.0004 0.0002 -0.0000 -0.0001 -0.0001 -0.0001 -0.0003 -0.0004 0.0137 -0.0138 0.0027 -0.0022 -0.0041 0.0021
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
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479 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
480 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
159 -330.9 -308.7 -324.9 0.0004244 0.0004293 0.0004185 0.0004114 0.0004037 0.0003964 0.000389 0.0003818 0.0003747
0.01041 0.005589 0.008483 0.01123 0.13 0.1363 0.1429 0.1497 0.1566 0.1636 0.1707 0.1777 0.1847
-10.69 22.25 20.75 21.84 -0.0006982 -0.0006063 -0.0005392 -0.0004942 -0.0004616 -0.0004418 -0.0004337 -0.0004349 -0.0004353
0.0000 0.0000 0.0000 0.0000 -0.3198 -0.3349 -0.3485 -0.3520 -0.3592 -0.3633 -0.3661 -0.3610 -0.3617
17:07:07 03/17/10
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0.0000 0.0000 0.0000 0.0000 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545
154.8 -337.9 -314.5 -329.5 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496
0.01041 -3.517 -2.524 -2.372 -0.22 -0.2137 -0.2071 -0.2003 -0.1934 -0.1864 -0.1793 -0.1723 -0.1653
39.66 30.84 47.04 66.41 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-4": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D0Z93P 0.85 0.0 -0.20 0.0 3.15 0.0 0.0 3.27 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 3.20 0.0 -8.34 0.0 24.99 0.0 0.0 26.54 0.0 1.33 0.0 0.4 0.0 1.26 0.0 0.0 D29Z0P -3.63 0.0 -5.65 0.0 30.81 0.0 0.0 31.54 0.0 1.00 0.0 -0.2 0.0 0.09 0.0 0.0 D137Z93P -0.00 0.0 -53.00 0.0 39.38 0.0 0.0 66.03 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -9.97 0.0 -19.45 0.0 106.58 0.0 0.0 108.80 0.0 0.89 0.0 0.4 0.0 0.09 0.0 0.0 D212Z93P -0.23 0.0 -0.20 0.0 99.32 0.0 0.0 99.32 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 11.07 0.0 -23.29 0.0 124.99 0.0 0.0 127.62 0.0 1.18 0.0 -0.6 0.0 1.08 0.0 0.0 D287Z93P -0.00 0.0 -58.86 0.0 39.48 0.0 0.0 70.87 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-4": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.2044 -0.7215 -0.8492 -0.0000 -2.4296 0.0000 0.0000 0.0000 D1Z93P 0.0000 0.4410 -1.5518 0.0000 -0.4410 1.5518 0.0001 0.0001 -0.0004 D2Z0P 0.0000 0.6648 -2.3451 -3.1953 7.6754 -22.6434 0.0000 0.0000 0.0000 D3Z9P 0.0000 0.6648 -2.3451 0.0000 -0.3339 2.3228 0.0004 330.9208 -22.2485 D4Z13P 0.0000 0.6648 -2.3451 0.0000 0.1540 2.2900 0.0000 818.7863 -55.0480 D5Z19P -0.1987 2.4202 -7.1977 0.1987 -2.4202 7.1977 -0.0002 0.0055 -0.0010 D6Z26P 0.0000 0.6202 -2.4009 0.0000 -0.3115 2.3801 0.0004 308.7109 -20.7560 D7Z31P 0.0000 0.6202 -2.4009 0.0000 0.1579 2.3486 0.0000 778.0994 -52.3133 D8Z26P -0.2015 1.7716 -4.8526 0.2015 -1.7716 4.8526 0.0004 0.0085 -0.0015 D9Z13P -0.0512 0.9574 -3.5931 0.0512 -0.9574 3.5931 0.0001 0.0060 -0.0009 D10Z31P -0.3223 2.4617 -6.4009 0.3223 -2.4616 6.4009 0.0001 0.0084 -0.0017 D11Z36P 0.0000 1.7853 -5.1266 -0.0000 -1.7853 5.1266 -0.0001 0.0082 -0.0018 D12Z45P 0.0000 0.6527 -2.3757 0.0000 -0.6527 2.3757 0.0006 0.0112 -0.0023 D13Z45P 0.0000 0.6527 -2.3757 0.0000 -0.3278 2.3539 0.0006 324.8910 -21.8443 D14Z50P 0.0000 0.6527 -2.3757 0.0000 0.1561 2.3213 0.0001 808.7732 -54.3761 D15Z55P 0.0000 1.5674 -5.7010 -0.0000 -1.5674 5.7010 -0.0001 0.0099 -0.0024
Helman O. Mozo
Page
Job
481 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P
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3.4875 3.4875 3.5847 0.8668 3.0194 0.7053 0.7053 0.5513 0.5513 0.4829 0.4829 0.4410 0.6527 0.6648 0.6648 1.2850 0.6202 0.6202 0.6648 0.6202 1.2729 0.6527 0.6527 0.6527 0.2285 0.2285 0.2271 0.2271 0.2352 0.2352 0.2336 0.2336 0.2226 0.2226 0.2044 0.2044 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2075 0.3078
-5.2755 -5.2755 -6.0810 -2.8964 -3.2764 -2.3461 -2.3461 -1.8579 -1.8579 -1.6682 -1.6682 -1.5518 -2.3757 -2.3451 -2.3451 -4.7459 -2.4009 -2.4009 -2.3451 -2.4009 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.7739 -0.7739 -0.8264 -0.8264 -0.8264 -0.8264 -0.7739 -0.7739 -0.7215 -0.7215 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7735 -1.2725
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17:07:07 03/17/10
-3.4875 -3.4875 -3.5847 -0.8668 -3.0193 -0.7053 -0.7053 -0.5513 -0.5513 -0.4829 -0.4829 -0.4410 -0.6527 4.9832 -0.3339 -1.2850 -0.3115 -0.6202 -0.6648 -0.6202 -1.2729 -0.6527 -0.3278 -0.6527 -0.2284 -0.2284 -0.2270 -0.2270 -0.2351 -0.2351 -0.2336 -0.2336 -0.2226 -0.2226 -0.2043 -0.2043 -0.2044 -0.4269 -0.4562 -1.1055 -0.4622 -0.4555 -0.4360 -0.2044 -0.4269 -0.4562 -1.1055 -0.4622 -0.4555 -0.4360 -0.2075 -0.3078
5.2755 5.2755 6.0810 2.8964 3.2764 2.3461 2.3461 1.8579 1.8579 1.6682 1.6682 1.5518 2.3757 -28.4671 2.3228 4.7459 2.3801 2.4009 2.3451 2.4009 4.7766 2.3757 2.3539 2.3757 0.7739 0.7739 0.7739 0.7739 0.8264 0.8264 0.8264 0.8264 0.7739 0.7739 0.7215 0.7215 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7735 1.2725
0.0004 0.0057 -0.0024 -0.0001 0.0077 -0.0025 0.0003 0.0081 -0.0023 -0.0000 0.0024 -0.0021 0.0004 0.0047 -0.0023 -0.0001 0.0006 -0.0018 0.0004 0.0019 -0.0019 0.0001 0.0006 -0.0015 0.0001 -0.0006 -0.0014 -0.0006 -0.0003 -0.0010 0.0006 0.0002 -0.0011 -0.0001 0.0001 -0.0004 0.0001 0.0104 -0.0024 0.0000 0.0000 0.0000 -0.0004 330.9203 -22.2485 0.0002 0.0042 -0.0009 -0.0003 308.7098 -20.7559 -0.0003 0.0064 -0.0013 -0.0001 0.0047 -0.0008 0.0000 0.0063 -0.0015 0.0002 0.0062 -0.0016 -0.0004 0.0093 -0.0021 -0.0004 324.8900 -21.8443 0.0001 0.0085 -0.0022 0.0000 0.0524 0.0018 -0.0000 0.0526 0.0018 -0.0000 0.0413 0.0016 -0.0001 0.0415 0.0016 -0.0001 0.0311 0.0014 -0.0001 0.0313 0.0014 -0.0001 0.0216 0.0010 -0.0001 0.0218 0.0010 -0.0000 0.0132 0.0006 -0.0001 0.0133 0.0006 -0.0000 0.0059 0.0002 -0.0001 0.0060 0.0002 -0.0001 0.0012 -0.0001 -0.0004 0.0104 0.0004 0.0000 0.0166 0.0009 -0.0002 0.0267 0.0012 0.0000 0.0359 0.0015 -0.0001 0.0470 0.0017 0.0001 0.0579 0.0019 0.0000 0.0012 -0.0000 0.0003 0.0103 0.0004 -0.0002 0.0168 0.0009 0.0001 0.0265 0.0012 -0.0002 0.0361 0.0015 0.0000 0.0468 0.0017 -0.0002 0.0581 0.0019 -0.0001 0.0646 0.0007 -0.0001 0.0677 0.0002
Helman O. Mozo
Page
Job
482 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P
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0.3078 0.2075 0.2009 0.2009 1.2725 1.2725 0.2019 0.2019 0.1995 0.1995 1.2761 1.2761 0.1976 0.1976 0.1846 0.1846 0.1176 0.1176 0.0856 0.0856 0.0856 0.0856 0.0344 0.0344 0.0320 0.0640 0.0320 0.0641 0.0321 1.0700 0.0321 0.0643 0.0322 0.0644 0.0322 0.0645 0.0323 1.0773 0.0323 0.0667 0.0344 0.2367 1.6344 1.6792 0.4003 2.5985 2.9836 0.6648 0.6648 0.0640 0.0641 1.0700
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
483 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P
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17:07:07 03/17/10
-0.0642 0.1928 0.0004 -0.0643 0.1928 0.0004 -0.0644 0.1928 0.0004 -1.0771 1.2248 0.0004 -0.0666 0.1996 0.0004 -0.2367 0.8303 -0.0002 -0.2463 0.8379 -0.0004 -0.3050 1.0200 0.0001 -0.4003 1.3261 -0.0002 -0.4666 1.5702 0.0000 -2.9836 3.7052 -0.0001 52.7993 -38.6581 0.0000 -0.4410 1.5518 0.0001 -0.6648 2.3673 330.9153 -0.6648 2.3345 -156.9508 -0.6202 2.4216 308.7031 -0.6202 2.3901 -160.6866 -0.6527 2.3976 324.8802 -0.6527 2.3650 -159.0030 -3.4875 5.2755 -0.0007 -1.5674 5.7010 -0.0005 -0.8668 2.8964 -0.0003 -0.7053 2.3461 -0.0003 -0.5513 1.8579 -0.0000 -0.4829 1.6682 0.0001 -0.6648 2.3228 -330.9160 -2.6221 2.7251 -0.0004 18.7835 -104.2324 0.0000 -1.2850 4.7459 0.0004 -0.6202 2.3801 -308.7037 -0.6202 2.4009 -0.0003 -0.6648 2.3451 0.0001 -0.6202 2.4009 -0.0002 -1.2729 4.7766 -0.0001 -0.6527 2.3757 -0.0005 -0.6527 2.3539 -324.8810 -0.6527 2.3757 -0.0004 -0.2284 0.7739 0.0003 -0.2270 0.7739 0.0003 -0.2351 0.8263 0.0003 -0.2336 0.8263 0.0002 -0.2226 0.7739 0.0002 -0.2043 0.7215 0.0003 -0.4269 1.4954 -0.0009 -1.1055 2.9727 0.0001 -0.4555 1.5479 0.0003 -0.2043 0.7215 0.0030 -0.4562 1.6003 0.0011 -0.4622 1.6003 0.0006 -0.4360 1.5475 0.0005 -0.2075 0.7735 0.0004 -0.3078 1.2725 0.0002
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Helman O. Mozo
Page
Job
484 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P
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17:07:07 03/17/10
-0.2008 0.9792 -1.2725 2.1004 -0.2018 0.9604 -0.1994 0.9494 -1.2760 2.0784 -0.1975 0.9384 -0.1844 0.7034 -0.1175 0.3307 -0.0855 0.2342 -0.0855 0.2342 -0.0342 0.1032 -0.0318 0.0964 -0.0319 0.0964 -0.0319 0.0964 -0.0320 0.0964 -0.0320 0.0964 -0.0321 0.0964 -0.0321 0.0964 -0.0322 0.0964 -0.0342 0.1032 -0.0638 0.1928 -0.0639 0.1928 -1.0698 1.2248 -0.0642 0.1928 -0.0643 0.1928 -0.0644 0.1928 -1.0771 1.2248 -0.0666 0.1996 -0.2367 0.8303 -1.6344 1.2179 -1.6792 1.4000 -0.4003 1.3261 -0.4666 1.5702 -2.9836 3.7052 -0.0000 -98.6002 -0.4410 1.5518 -0.3339 2.3673 -0.1599 2.3790 -0.3115 2.4216 -0.1635 2.4316 -0.3278 2.3976 -0.1619 2.4087 -3.4875 5.2755 -1.5674 5.7010 -0.8668 2.8964 -0.7053 2.3461 -0.5513 1.8579 -0.4829 1.6682 -0.3339 2.3673 -1.9359 4.7968 22.6280 -122.6411 -1.6359 6.7073
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0.0739 0.0800 0.0862 0.0926 0.0991 0.1057 0.1124 0.1265 0.1169 0.1216 0.1883 0.1296 0.1360 0.1427 0.1495 0.1564 0.1635 0.1706 0.1777 0.1848 0.1328 0.1393 0.1461 0.1530 0.1600 0.1670 0.1742 0.1812 -0.0015 -0.0001 0.0002 0.0015 0.0022 0.0208 0.0000 0.0003 330.9196 504.8848 308.7092 456.7263 324.8892 490.7672 0.0079 0.0100 0.0040 0.0021 0.0007 -0.0001 330.9200 0.0049 0.0000 0.0060
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Helman O. Mozo
Page
Job
485 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P
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17:07:07 03/17/10
-0.3115 -0.9761 -0.9574 -1.7975 -1.2729 -0.6527 -0.3278 -0.6527 -0.2284 -0.2270 -0.2351 -0.2336 -0.2226 -0.2043 -0.4269 -1.1055 -0.4555 -0.2043 -0.4562 -0.4622 -0.4360 -0.2075 -0.3078 -0.2008 -1.2725 -0.2018 -0.1994 -1.2760 -0.1975 -0.1844 -0.1175 -0.0855 -0.0855 -0.0342 -0.0318 -0.0319 -0.0319 -0.0320 -0.0320 -0.0321 -0.0321 -0.0322 -0.0342 -0.0638 -0.0639 -1.0698 -0.0642 -0.0643 -0.0644 -1.0771 -0.0666 -0.2367
2.4216 4.3623 3.5931 4.8526 4.7766 2.3757 2.3976 2.3757 0.7739 0.7739 0.8263 0.8263 0.7739 0.7215 1.4954 2.9727 1.5479 0.7215 1.6003 1.6003 1.5475 0.7735 1.2725 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7034 0.3307 0.2342 0.2342 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303
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Helman O. Mozo
Page
Job
486 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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1.6344 1.6792 0.4003 0.4666 2.9836 0.2044 0.6648 0.6648 0.6202 0.6202 0.6527 0.6527 0.6648 0.6202 0.6527 0.0320 0.0320 0.0321 0.0321 0.0322 0.0322 0.0323 0.0323 0.0344
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Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -----------------------------------------------------------------------D127P -11.49 557.07 769.18 80.57 -170.95 371.66 348.69 D128P -11.49 -80.57 170.95 338.73 882.39 126.47 516.04 D129P -11.49 -143.97 -299.36 -588.47 -26.89 -365.18 -162.66 D130P -11.49 70.99 39.18 -233.04 477.39 -65.83 209.83 D131P -11.49 -472.10 363.92 -16.31 -441.91 -149.99 -23.95 D132P -11.49 36.30 -614.61 -1991.77 3214.35 -482.96 642.08 D133P -11.49 1991.77 -3214.35 2930.72 -5222.83 882.23 -1512.14 D134P -11.48 -305.11 -700.57 -1818.96 -3237.93 -428.91 -795.30 D135P -11.48 -305.11 700.57 279.62 -188.42 -4.39 88.21 D136P -11.48 -279.62 188.42 -287.65 275.13 -68.41 55.90 D137P -11.48 287.65 -275.13 -19.42 -11.94 53.40 -57.16 D138P -11.48 19.42 11.94 292.36 -251.94 61.64 -47.45 D139P -11.48 -292.36 251.94 -322.36 308.90 -81.05 73.95 D140P -11.48 322.36 -308.90 74.33 -106.20 73.20 -76.60 D141P -11.48 -74.33 106.20 405.16 -549.73 69.34 -92.96 D142P -11.48 -405.16 549.73 -565.53 860.46 -112.49 163.43 D143P 61.37 -5680.76 -583.21 -1595.33 -1281.89 -4383.18 -1123.56 D144P 98.44 87.63 839.96 -2002.45 -287.88 -1809.48 521.71 D145P 61.37 148.31 936.13 5680.76 583.21 3500.94 912.51 D146P 61.37 1595.32 1281.89 -1878.18 2230.21 -170.40 2115.73 D147P 61.37 543.16 1170.54 -386.36 1280.86 94.46 1476.75
0.0006 0.0015 0.0032 0.0041 0.0218 0.0000 0.0049 0.0051 0.0078 0.0082 0.0107 0.0104 0.0056 0.0085 0.0112 0.1300 0.1363 0.1429 0.1497 0.1566 0.1636 0.1707 0.1777 0.1847
-0.0027 -0.0023 -0.0020 -0.0018 -0.0006 0.0000 -22.2471 -10.5523 -20.7553 -10.8044 -21.8433 -10.6918 22.2461 20.7525 21.8395 -0.0007 -0.0006 -0.0005 -0.0005 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004
Helman O. Mozo
Page
Job
487 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P
61.37 12.99 12.99 -3.48 -0.00 -0.00 98.44 -11.49 -11.49 -11.49 -11.49 -11.49 61.37 61.37 61.37 61.37 61.37 61.37 61.37 61.37 12.99 12.99 12.99 12.99 12.99 -3.47 -3.47 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -1.39 -1.39 -1.38 -1.38 -1.38 -1.38 -1.38 -1.38 -1.38
201.94 -151.11 19.53 -166.80 -164.43 -15.32 87.62 1818.96 16.31 233.04 588.47 -338.73 1878.18 -780.50 -2052.62 386.35 -198.03 -874.22 -226.07 93.20 117.83 74.68 332.10 254.76 -190.31 119.79 -69.36 -36.60 -55.24 -13.83 -29.31 -15.00 13.14 -8.46 -91.69 -37.08 -25.68 -12.71 -13.44 -6.27 7.98 11.26 5.25 -6703.34 -2985.65 1207.54 445.74 119.66 -294.34 -1839.93 423.91 423.91
681.16 226.06 -199.65 -332.11 -1011.19 -1630.89 -103.09 -119.79 195.26 91.69 29.22 6.26 -839.96 538.22 3237.93 2930.72 441.91 -36.30 -477.39 472.10 26.89 -70.99 -882.39 143.97 -2230.21 780.50 1653.71 2052.61 -1093.89 -543.16 -1280.86 198.03 1174.21 874.22 -968.64 -201.94 -620.78 -93.20 867.74 -281.63 376.73 -19.53 -255.57 -117.83 226.60 -74.68 199.32 151.10 -45.58 -254.76 44.95 69.37 186.54 -254.34 137.88 37.08 100.94 25.68 69.91 12.70 48.41 13.43 11.41 -7.98 0.81 -11.27 -1.25 -5.26 -218.18 36.59 -116.57 55.23 -82.25 13.82 -58.55 29.31 -38.54 15.31 -20.07 14.99 -3.08 -13.15 0.92 8.45 1.17 -0.01 736.65 2985.65 50.18 -1257.90 228.51 927.19 714.53 535.24 242.95 -389.06 -579.02 1839.93 -3197.23 -2848.45 -719.18 1775.70 719.18 -39.88
620.78 -226.60 -1201.01 -44.95 218.18 20.07 116.86 5222.83 614.61 -363.92 -39.18 299.36 -1653.71 1093.89 -1170.54 -1174.21 968.64 -681.16 -867.74 479.52 1011.19 -376.73 255.57 199.65 -199.32 -186.54 21.53 116.57 82.25 58.55 38.54 3.08 -0.92 -1.17 -137.88 -100.94 -69.91 -48.41 -29.22 -11.41 -0.81 1.25 0.00 -50.18 1108.15 540.78 743.11 -492.95 3197.23 -5219.61 -3263.13 -195.89
17:07:07 03/17/10
257.83 -340.12 -1134.19 -284.82 -131.20 -16.34 295.70 664.52 -5.91 257.30 245.40 -112.51 1601.61 766.34 -1563.72 352.04 407.35 -648.29 -192.33 -113.52 69.19 -30.38 181.19 285.67 -313.27 188.00 -321.71 0.86 -53.32 -2.03 -28.64 -41.45 3.39 -24.75 -99.38 32.74 -21.39 29.94 3.38 15.74 -9.33 35.56 9.46 -2166.93 -2078.93 1064.33 398.48 -82.73 381.73 -840.27 444.17 66.14
784.30 -300.02 -1557.10 -147.13 745.68 88.89 -341.66 1183.73 312.17 -306.98 -5.83 -336.81 -2339.71 1655.18 -1364.12 -1478.96 1290.87 -993.86 -896.70 811.60 976.91 -445.05 339.38 280.82 -172.38 -140.72 206.79 458.91 330.42 231.69 156.82 26.14 -0.20 -4.37 -642.18 -392.31 -274.43 -192.92 -122.21 -56.78 -7.01 3.90 2.12 400.12 567.47 383.55 592.10 -76.77 646.64 -1508.50 -804.14 90.13
Helman O. Mozo
Page
Job
488 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P
-1.38 -1.38 -1.38 -1.38 -1.38 -1.38 -1.38 68.35 228.02 68.35 68.35 68.35 68.35 -6.81 -6.81 11.66 -0.01 -0.00 228.02 -1.38 -1.38 -1.38 -1.38 -1.38 68.35 68.35 68.35 68.35 68.35 68.35 68.35 68.35 -6.81 -6.81 -6.81 -6.81 -6.81 11.66 11.66 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00
39.88 -86.91 39.54 -19.62 -14.86 75.53 166.91 5378.68 -42.67 -4221.33 -1874.71 -789.50 -415.32 -20.38 -177.59 128.07 -241.30 -17.12 -42.67 -1775.70 389.06 -535.24 -927.19 1257.90 -2813.30 349.30 1386.48 -988.43 41.52 382.60 -462.76 181.48 89.00 162.30 232.36 81.10 -9.00 -103.55 89.64 -75.95 -47.28 17.74 -21.94 -6.14 52.70 5.61 7.64 -37.84 -44.40 -37.35 -12.40 -6.23
195.89 -275.70 10.74 261.61 -346.16 100.95 613.06 17953.59 473.22 -5258.62 -7324.34 -3057.87 -1405.44 -237.19 -248.87 114.97 -137.70 0.08 -473.22 3263.14 492.95 -743.11 -540.78 -1108.15 -4335.92 195.62 5339.70 54.51 -1026.76 2303.21 471.89 -904.15 424.71 -384.60 323.09 -52.68 172.13 -54.62 189.38 31.98 -7.60 1.71 -0.43 -0.11 -0.06 -0.03 -52.86 12.19 -2.94 0.64 -0.18 -0.01
86.91 275.70 15.29 56.87 -39.54 -10.74 -25.18 -57.03 19.62 -261.61 11.70 -49.60 14.86 346.16 -0.63 80.14 -75.53 -100.95 -16.68 -82.50 -166.91 -613.06 -19.15 -107.33 346.04 923.16 59.45 178.04 1874.71 7324.34 4369.51 15227.67 1962.93 -797.25 1814.61 -306.20 -5378.68 -17953.59 -5765.77 -13941.27 2813.30 4335.92 565.41 -1800.26 988.43 -54.51 119.84 -1874.93 462.75 -471.89 28.58 -1130.92 -232.37 -323.09 -177.90 -394.37 -1974.33 801.68 -1514.67 389.11 103.55 54.62 230.20 168.55 -7.64 52.86 -449.00 -153.02 6.23 0.01 -19.64 0.17 -854.56 531.54 -423.93 27.55 -2848.45 5219.61 -646.96 1186.81 294.34 579.02 201.93 316.73 -119.66 -242.95 -238.97 -359.80 -445.74 -714.53 -651.09 -595.31 -1207.54 -228.51 29.09 -772.16 -349.31 -195.63 -1905.18 -2729.84 -1386.48 -5339.70 -624.80 -3098.84 789.50 3057.87 1310.83 5058.77 -41.52 1026.76 -620.45 651.37 -382.60 -2303.21 -205.47 -2006.01 415.31 1405.44 480.67 2234.13 -181.49 904.15 -388.10 828.94 -198.16 -1010.38 -10.04 -1153.34 177.58 248.87 187.64 474.11 -89.01 -424.71 51.59 -569.65 -162.31 384.60 49.31 498.12 20.38 237.19 71.43 129.87 -81.11 52.68 -63.42 158.24 -89.64 -189.38 -192.01 -242.50 267.99 -72.32 355.43 116.34 37.83 -12.19 -68.75 35.69 44.39 2.94 -5.20 -8.39 37.35 -0.64 99.35 1.93 12.40 0.18 -17.21 -0.46 19.34 0.09 23.80 -0.04 19.36 0.05 129.96 -0.03 0.44 0.01 10.91 -0.02 75.95 -31.98 150.76 -153.02 47.27 7.60 17.01 35.69 -17.74 -1.71 -112.08 -8.39 21.93 0.43 -27.81 1.93 17.11 -0.08 8.49 -0.46 6.14 0.11 -0.17 0.17
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
489 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D369P -0.00 -19.34 -0.09 -52.71 D370P -0.00 -19.36 -0.05 -5.62 D371P -0.00 -0.44 -0.01 -0.01 D489P 262.45 -6899.23 -970.17 3022.11 D490P 262.46 -3022.11 -239.78 -1411.12 D491P 262.46 1221.49 -181.69 1074.60 D492P 262.47 446.74 -704.64 360.98 D493P 262.47 161.14 -306.27 -272.77 D494P 262.48 -257.38 576.99 1619.63 D495P 262.48 -1619.63 2957.19 -2581.87 D496P 262.49 380.49 677.70 1612.74 D497P 262.50 380.49 -677.70 -60.80 D498P 262.50 60.80 -202.93 102.37 D499P 262.51 -102.37 282.68 -54.10 D500P -178.53 54.10 -45.56 -15.93 D501P -422.08 15.93 -356.41 55.96 D502P -662.22 -55.96 422.60 -96.14 D503P -717.01 96.14 -142.77 -184.24 D504P -1193.21 184.24 -766.73 404.73 D505P 169.44 5304.02 -17979.55 1902.22 D506P 55.41 -172.89 -809.44 2700.04 D507P 169.45 -4177.99 5579.00 -5304.02 D508P 169.44 -1902.22 7325.46 2772.07 D509P 169.44 -790.07 3069.44 981.42 D510P 169.43 -405.62 1411.69 422.53 D511P -4.84 -102.15 -282.37 -263.77 D512P -4.84 61.55 -1366.02 -1759.12 D513P 6.59 170.17 71.22 135.80 D514P 0.00 -130.18 188.62 78.61 D515P 0.00 -15.35 50.55 6.29 D516P 55.41 -172.89 809.44 -1058.53 D517P 262.49 -1612.74 -3118.08 -2581.87 D518P 262.48 272.77 -296.02 257.38 D519P 262.47 -360.98 460.77 -161.14 D520P 262.46 -1074.60 800.99 -446.74 D521P 262.46 1411.11 970.80 -1221.49 D522P 169.44 -2772.07 4364.12 -336.42 D523P 169.44 336.42 -175.65 -1356.11 D524P 169.44 1356.11 -5327.95 790.06 D525P 169.44 -981.42 -43.11 -29.66 D526P 169.44 29.66 1036.01 -367.63 D527P 169.43 367.63 -2296.13 405.62 D528P 169.43 -422.54 -466.46 -50.24 D529P 169.43 50.23 903.95 -480.77 D530P -4.84 38.81 511.23 -61.55 D531P -4.84 147.79 -358.53 -38.82 D532P -4.84 263.76 314.92 -147.79 D533P -4.84 246.83 271.48 102.15 D534P -4.84 -170.79 -69.87 -246.84 D535P 6.59 -135.80 -33.74 -86.69 D536P 6.59 86.69 -195.63 225.42 D537P 0.00 -44.70 177.28 40.10
0.06 0.03 -0.00 239.78 -970.80 -800.99 -460.77 296.02 -2957.19 4954.18 3118.08 202.93 -282.68 3.62 333.26 -445.43 137.56 721.45 -1155.85 -7325.46 -204.98 17979.55 -4364.12 43.11 466.46 -314.92 -2059.33 33.73 271.09 40.12 -411.08 -4954.18 -576.99 306.27 704.64 181.69 175.65 5327.95 -3069.44 -1036.01 2296.13 -1411.69 -903.95 1016.22 1366.02 -511.23 358.53 282.37 -271.48 195.63 -40.80 155.63
17:07:07 03/17/10
-129.95 -0.04 -45.06 -0.03 -0.81 -0.02 -2259.86 -425.72 -2171.85 -593.07 1144.78 -489.94 328.10 -473.39 -34.28 -3.15 336.44 -587.86 -753.01 1417.91 402.49 766.48 55.06 -81.77 19.68 -58.56 -31.15 57.00 7.55 56.88 9.48 -105.73 -28.07 103.36 -18.46 121.28 68.26 -222.81 4341.11 -15243.98 2388.11 -958.61 -5694.90 14149.28 524.00 1783.94 115.27 1875.03 10.19 1131.42 -257.56 -420.41 -1194.87 -2411.00 304.09 104.31 -93.01 829.13 -16.35 163.52 -581.84 188.22 -586.86 -1129.38 156.65 -257.95 -190.52 279.89 -721.46 714.01 109.54 665.77 -1872.59 2734.80 -614.27 3103.80 1292.87 -5058.67 -609.09 -650.07 -203.60 2007.31 465.81 -2233.63 -284.80 -825.55 -259.36 1156.73 -16.00 1321.34 76.70 -612.20 81.63 474.02 245.64 389.84 -293.95 -240.27 -221.13 160.89 310.20 -234.98 -8.29 600.44
Helman O. Mozo
Page
Job
490 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D538P 0.00 -53.19 D539P 0.00 -14.35 D540P 0.00 -29.16 D541P 0.00 -15.02 D542P 0.00 13.14 D543P 0.00 -8.44 D544P 0.00 -78.61 D545P 0.00 -40.10 D546P 0.00 -24.92 D547P 0.00 -12.89 D548P 0.00 -13.38 D549P 0.00 -6.29 D550P 0.00 7.97 D551P 0.00 11.27 D552P 0.00 5.26 D670P 408.04 616.18 D671P 408.05 63.62 D672P 408.05 -676.57 D673P 408.06 -716.51 D674P 408.07 -43.65 D675P 408.08 -1936.80 D676P 408.09 2850.98 D677P 408.11 -291.29 D678P 408.11 -291.29 D679P 408.12 -287.18 D680P 408.14 296.93 D681P -454.18 30.39 D682P -885.51 -371.70 D683P -1310.78 395.92 D684P -1365.56 -90.47 D685P -1365.56 -479.42 D686P 261.73 -5752.43 D687P -28.44 -45.87 D688P 261.73 666.09 D689P 261.72 1556.31 D690P 261.71 529.41 D691P 261.71 209.57 D692P 23.23 36.98 D693P 23.24 51.33 D694P -4.85 -74.66 D695P 0.02 -128.86 D696P 0.01 -3.06 D697P -28.44 -45.88 D698P 408.10 1755.34 D699P 408.08 876.55 D700P 408.07 298.11 D701P 408.06 1186.46 D702P 408.05 -93.32 D703P 261.72 1850.22 D704P 261.72 -772.61 D705P 261.72 -2045.52 D706P 261.71 373.99
139.56 100.86 72.33 30.19 12.42 3.17 -271.09 -155.63 -119.26 -83.67 -61.16 -40.12 -20.63 -4.77 -1.83 -1526.41 -353.02 -164.44 -829.31 93.48 -1366.42 4095.90 693.29 -693.29 -193.36 276.66 -49.64 -389.93 407.18 -128.39 -686.82 648.27 -371.78 -1537.50 -1268.38 -1184.44 -746.27 -165.87 -152.94 -175.92 -85.57 0.04 371.77 -3175.51 286.29 706.88 358.73 1384.63 2192.18 -1676.47 1086.41 1260.55
24.91 12.88 13.37 -7.97 -11.27 -5.27 44.69 53.18 14.35 29.15 15.35 15.01 -13.15 8.44 -0.01 -63.62 93.32 -1186.46 -298.11 -876.55 -2850.98 2937.82 -1755.34 287.18 -296.93 -30.39 371.70 -395.92 90.47 479.42 -684.37 -1556.31 -2089.69 5752.43 -1850.22 -373.99 207.95 -162.84 -1604.45 -66.39 42.90 19.43 629.52 2937.82 1936.80 43.65 716.51 676.57 772.61 2045.51 -529.41 200.69
119.26 83.67 61.16 20.63 4.77 1.83 -177.28 -139.56 -100.86 -72.33 -50.55 -30.19 -12.42 -3.17 -0.00 353.02 -1384.63 -358.73 -706.88 -286.29 -4095.90 5218.94 3175.51 193.36 -276.66 -32.35 348.91 -447.62 123.18 686.82 -1078.07 1268.38 178.58 -648.27 -2192.18 -1260.55 -461.79 -231.66 1350.82 -67.17 32.54 -0.01 -1021.59 -5218.93 1366.42 -93.48 829.31 164.44 1676.47 -1086.41 1184.44 1169.98
17:07:07 03/17/10
-50.99 -2.65 -28.47 -41.46 3.37 -24.73 -61.19 23.58 -19.07 29.33 3.55 15.72 -9.35 35.54 9.48 322.07 76.89 -928.86 -412.14 -282.58 -1182.48 1037.49 -413.27 -0.71 -70.44 53.07 79.50 -101.21 89.75 81.52 -134.87 -4402.86 -2018.07 3854.97 -177.06 93.63 251.52 -88.59 -1093.20 -140.18 -155.03 29.53 275.77 656.61 831.26 124.70 902.44 336.93 1580.02 766.81 -1551.16 346.19
466.82 332.82 240.76 91.65 31.01 9.02 -808.68 -532.42 -397.01 -281.36 -201.48 -126.80 -59.61 -14.33 -3.30 -683.93 -851.28 -260.84 -624.00 -59.21 -1349.07 1669.44 781.22 -86.10 -56.68 48.64 59.17 -110.43 97.86 117.04 -204.54 1154.61 -182.56 -1312.77 -2084.67 -1472.89 -727.75 -279.81 843.15 -241.60 -95.64 0.06 -307.03 -1174.46 488.33 223.82 563.40 894.86 2330.51 -1664.38 1367.98 1464.17
Helman O. Mozo
Page
Job
491 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
261.71 261.71 261.71 261.70 23.24 23.24 23.23 23.23 23.23 -4.86 -4.86 0.02 0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00
-200.69 -882.95 -207.95 127.40 -21.03 238.74 162.83 24.73 70.56 66.39 -34.02 -45.02 -22.30 38.23 -6.15 6.16 60.35 8.56 -42.90 -64.01 -68.34 -54.31 -27.30 -19.44 -30.50 -23.51 -2.31
-1169.98 997.42 461.79 -615.15 340.79 -278.69 231.66 -43.15 176.15 67.17 -198.25 20.48 -4.80 1.06 -0.35 -0.02 -0.07 -0.08 -32.54 7.84 -1.87 0.35 -0.15 0.01 -0.05 -0.07 -0.04
882.94 -209.57 -127.40 253.41 -51.33 21.02 -238.74 -36.98 -24.74 34.03 -151.62 64.01 68.33 54.30 27.30 30.49 23.50 2.30 45.02 22.30 -38.24 6.15 3.05 -6.17 -60.36 -8.57 -0.01
-997.42 746.27 615.15 -1143.69 152.94 -340.79 278.69 165.87 43.15 198.25 30.22 -7.84 1.87 -0.35 0.15 0.05 0.07 0.04 -20.48 4.80 -1.06 0.35 -0.04 0.02 0.07 0.08 0.00
17:07:07 03/17/10
410.99 -658.14 -202.02 229.40 -50.93 182.84 -53.43 -8.62 32.25 99.80 -184.50 34.24 83.02 166.90 38.14 66.11 151.24 19.59 3.82 -75.24 -192.22 -86.87 -43.74 -46.19 -163.86 -57.85 -4.17
-1305.66 1050.41 648.76 -1059.54 347.53 -436.04 359.22 86.38 154.36 263.78 -167.00 22.80 -5.28 1.27 -0.36 0.04 0.01 -0.07 -95.64 22.80 -5.28 1.27 -0.36 0.06 0.04 0.01 -0.07
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D108Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D305Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D106Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D304Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.17 4.23 4.1 4.1 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.17 4.23 4.1 4.1
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D279Z139P D204Z139P D104Z138P D303Z138P D270Z138P D195Z138P D128Z138P D103Z138P D278Z138P D203Z138P D102Z137P D302Z137P D269Z137P D194Z137P D127Z136P D101Z136P D277Z136P D202Z136P D100Z136P D301Z136P D268Z136P D193Z136P D126Z135P D99Z135P D276Z135P D201Z135P D98Z135P D300Z135P D267Z135P D192Z135P D125Z134P D97Z134P D275Z134P D200Z134P D299Z134P D96Z134P D266Z134P D191Z134P D124Z133P D95Z133P D274Z133P D199Z133P D298Z133P D94Z133P D265Z133P D190Z133P D123Z132P D93Z132P D273Z132P D198Z132P D297Z131P D92Z131P
138.65 138.65 138.10 138.10 138.09 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.98 136.98 136.43 136.43 136.43 136.43 135.88 135.88 135.88 135.88 135.33 135.33 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.22 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.10 133.10 132.55 132.55 132.55 132.55 132.00 132.00 131.99 131.99 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.1 4.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 3.1 3.1
4.1 4.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 3.1 3.1
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D264Z131P D189Z131P D85Z131P D84Z131P D260Z131P D185Z131P D87Z130P D88Z130P D262Z130P D187Z130P D89Z129P D86Z129P D186Z129P D261Z129P D83Z128P D82Z128P D184Z128P D259Z128P D80Z126P D81Z126P D183Z126P D258Z126P D78Z125P D79Z125P D182Z125P D257Z125P D76Z124P D77Z124P D181Z124P D256Z124P D74Z122P D75Z122P D180Z122P D255Z122P D72Z121P D73Z121P D179Z121P D254Z121P D70Z119P D71Z119P D178Z119P D253Z119P D67Z118P D68Z118P D177Z118P D252Z118P D69Z117P D66Z117P D176Z117P D251Z117P D58Z115P D65Z115P
131.44 131.44 130.89 130.89 130.89 130.89 129.90 129.90 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.64 123.64 122.23 122.23 122.22 122.22 120.81 120.81 120.80 120.80 119.39 119.39 119.38 119.38 117.97 117.97 117.96 117.96 116.95 116.95 116.94 116.94 114.92 114.92
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.06 0.06 0.06 0.06 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4
3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D250Z115P D175Z115P D40Z113P D41Z113P D238Z113P D163Z113P D64Z112P D57Z112P D246Z112P D171Z112P D42Z110P D43Z110P D239Z110P D164Z110P D56Z108P D63Z108P D249Z108P D174Z108P D44Z107P D45Z107P D240Z107P D165Z107P D62Z105P D55Z105P D245Z105P D170Z105P D47Z103P D46Z103P D241Z103P D166Z103P D61Z102P D54Z102P D248Z102P D173Z102P D49Z100P D48Z100P D242Z100P D167Z100P D53Z98P D60Z98P D244Z98P D169Z98P D51Z97P D50Z97P D243Z97P D168Z97P D59Z95P D52Z95P D247Z95P D172Z95P D1Z93P D27Z93P
114.91 114.91 113.26 113.26 113.25 113.25 111.60 111.60 111.59 111.59 109.94 109.94 109.93 109.93 108.28 108.28 108.27 108.27 106.62 106.62 106.61 106.61 104.96 104.96 104.95 104.95 103.30 103.30 103.29 103.29 101.64 101.64 101.63 101.63 99.98 99.98 99.98 99.98 98.32 98.32 98.32 98.32 96.66 96.66 96.66 96.66 95.00 95.00 95.00 95.00 93.33 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.8 0.9 0.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0
1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.8 0.9 0.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0
Helman O. Mozo
Page
Job
495 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D213Z93P D138Z93P D131Z92P D109Z92P D281Z92P D206Z92P D25Z90P D26Z90P D225Z90P D150Z90P D132Z88P D111Z88P D282Z88P D207Z88P D24Z86P D23Z86P D224Z86P D149Z86P D133Z84P D113Z84P D283Z84P D208Z84P D219Z50P D21Z81P D22Z81P D223Z81P D148Z81P D134Z79P D284Z79P D115Z79P D209Z79P D222Z75P D147Z75P D19Z75P D20Z75P D285Z72P D210Z72P D135Z72P D117Z72P D220Z68P D145Z68P D16Z68P D17Z68P D236Z45P D218Z45P D143Z45P D296Z45P D286Z62P D211Z62P D136Z62P D119Z62P D217Z31P
93.33 93.33 91.63 91.63 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 83.35 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 75.35 75.35 75.35 75.35 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 66.42 66.42 66.41 66.41 62.40 62.40 62.40 62.40 62.02
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 324.89 324.89 324.88 324.88 0.02 0.02 0.02 0.02 456.73
4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 11612.8 11612.8 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 7687.5 7687.5 4.23 7687.4 7687.4 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 10807.3 10807.3
NG
NG NG NG NG
NG
Helman O. Mozo
Page
Job
496 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D221Z55P D146Z55P D18Z55P D15Z55P D237Z50P D162Z50P D39Z50P D28Z50P D215Z13P D216Z26P D230Z26P D141Z26P D295Z26P D235Z45P D160Z45P D37Z45P D12Z45P D144Z50P D293Z50P D159Z36P D234Z36P D36Z36P D11Z36P D158Z31P D233Z31P D35Z31P D10Z31P D214Z9P D226Z9P D139Z9P D294Z9P D156Z26P D231Z26P D33Z26P D8Z26P D292Z45P D161Z45P D38Z45P D13Z45P D142Z31P D291Z31P D154Z19P D31Z19P D229Z19P D5Z19P D157Z13P D232Z13P D34Z13P D9Z13P D152Z9P D227Z9P D121Z9P
55.28 55.28 55.28 55.28 50.35 50.35 50.35 50.35 47.28 47.04 47.04 47.04 47.04 44.57 44.57 44.57 44.57 39.66 39.66 36.32 36.32 36.32 36.32 31.32 31.32 31.32 31.32 30.84 30.84 30.84 30.84 26.28 26.28 26.28 26.28 22.73 22.73 22.73 22.73 20.52 20.52 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 504.88 308.71 308.71 308.70 308.70 0.01 0.01 0.01 0.01 159.00 159.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 330.92 330.92 330.92 330.91 0.01 0.01 0.01 0.01 324.88 324.88 324.89 324.89 160.69 160.69 0.00 0.00 0.01 0.01 0.00 0.01 0.00 0.01 0.00 0.00 0.00
4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 11946.8 11946.8 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 3762.4 3762.4 4.23 3762.4 3762.4 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7687.5 7687.5 4.23 7687.5 7687.5 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 3802.2 3802.2 4.23 3802.2 3802.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1
NG NG NG NG NG
NG NG
NG NG NG NG
NG NG NG NG NG NG
Helman O. Mozo
Page
Job
497 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D290Z26P D155Z26P D32Z26P D6Z26P D140Z13P D289Z13P D14Z50P D288Z9P D151Z9P D30Z9P D3Z9P D7Z31P D4Z13P
8.59 5.53 5.53 5.53 5.53 2.79 2.79 -4.02 -13.66 -13.66 -13.66 -13.66 -20.99 -41.71
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 308.70 308.70 308.71 308.71 156.95 156.95 808.77 330.92 330.92 330.92 330.92 778.10 818.79
4.23 0.1 0.1 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 3713.8 3713.8 4.23 3713.8 3713.8 4.23 19137.6 19137.6 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 18411.8 18411.8 4.23 19374.5 19374.5
*** Analysis Results for Load Case No. 19 "SERVICIO 1-5"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 7.727e-005 -0.0002545 -0.003546 0.1278 0.1219 0.0219 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0005419 -330.9 22.25 0.0000 0.0000 0.0000 -3.522 -337.9 30.84 D4Z13P 2.716e-005 -504.9 33.94 0.0000 0.0000 0.0000 2.716e-005 -511.6 47.28 D5Z19P -0.0004517 -0.006086 -0.0009112 0.0406 0.0338 0.5002 -6.341 -6.347 18.73 D6Z26P 4.633e-005 -308.7 20.75 0.0000 0.0000 0.0000 -2.533 -314.5 47.04 D7Z31P -0.0002402 -456.7 30.7 0.0000 0.0000 0.0000 -0.0002402 -462.2 62.02 D8Z26P 4.504e-005 -0.007876 -0.001133 0.0527 0.0433 0.6325 -5.833 -5.841 26.28 D9Z13P 2.441e-005 -0.00585 -0.0005663 0.0275 0.0164 0.3609 -6.703 -6.709 13.34 D10Z31P -0.0002197 -0.008247 -0.001275 0.0453 0.0413 0.6790 -5.495 -5.503 31.32 D11Z36P -0.0004253 -0.008438 -0.001401 0.0511 0.0426 0.6383 -5.159 -5.167 36.32 D12Z45P -0.0003509 -0.01066 -0.001329 0.0523 0.0379 0.5721 -4.604 -4.614 44.57 D13Z45P -0.0003526 -324.9 21.84 0.0000 0.0000 0.0000 -2.384 -329.5 66.42 D14Z50P -0.0004856 -490.8 32.99 0.0000 0.0000 0.0000 -0.0004856 -495 83.35 D15Z55P -0.0005043 -0.01005 -0.001424 0.1056 0.0315 0.4827 -3.884 -3.893 55.28 D16Z68P -0.0007217 -0.005794 -0.00171 -0.1333 0.0006 0.0066 3.031 -3.037 67.95 D17Z68P -0.0003273 -0.007704 -0.001564 -0.0593 0.0143 0.3930 -3.032 -3.039 67.95 D18Z55P -0.0005264 -0.008253 -0.001492 0.0750 0.0020 0.0176 3.883 -3.891 55.28 D19Z75P -0.0001891 -0.002479 -0.002004 -0.0011 0.0028 0.0171 2.534 -2.536 75.35 D20Z75P -0.0007145 -0.004787 -0.001792 -0.0281 0.0355 0.3299 -2.535 -2.539 75.35 D21Z81P -0.0003457 -0.0004097 -0.002369 -0.0232 0.0000 0.0171 2.132 -2.133 81.32 D22Z81P -0.0003374 -0.001672 -0.002196 0.0113 0.0171 0.2804 -2.133 -2.134 81.32 D23Z86P -0.000497 -0.0009072 -0.002501 0.0060 0.0077 0.2447 -1.827 -1.827 85.87 D24Z86P 4.802e-005 0.0002953 -0.002683 -0.0009 0.0143 0.0187 1.827 -1.826 85.87 D25Z90P 0.0001074 0.0006902 -0.003076 -0.0282 -0.0321 0.0209 1.577 -1.576 89.59
NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
498 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D26Z90P -0.0003173 0.0001727 D27Z93P -7.954e-005 -0.0002826 D28Z50P -0.000481 -0.01042 D29Z0P 0 0 D30Z9P -0.0003862 -330.9 D31Z19P 0.0003441 -0.004787 D32Z26P -0.0003713 -308.7 D33Z26P -0.0003714 -0.005876 D34Z13P 3.265e-005 -0.004635 D35Z31P -0.000263 -0.006217 D36Z36P -0.0001942 -0.00648 D37Z45P -0.0005274 -0.008642 D38Z45P -0.0005257 -324.9 D39Z50P -0.0004899 -0.008503 D40Z113P 0.0001443 -0.05233 D41Z113P 0.0002048 -0.05256 D42Z110P 0.0001652 -0.04132 D43Z110P 0.000264 -0.04151 D44Z107P 0.0001742 -0.03105 D45Z107P 0.0002079 -0.03127 D46Z103P 0.0001277 -0.02161 D47Z103P 0.0002134 -0.02181 D48Z100P 0.0001288 -0.01312 D49Z100P 0.0001408 -0.01328 D50Z97P -0.0001102 -0.006019 D51Z97P 0.0002638 -0.006129 D52Z95P -0.002875 -0.004553 D53Z98P -0.000928 -0.008558 D54Z102P -0.0007371 -0.01782 D55Z105P 3.777e-005 -0.02612 D56Z108P -0.0001517 -0.03629 D57Z112P 0.0002304 -0.04684 D58Z115P -1.347e-005 -0.05801 D59Z95P 0.00297 -0.004596 D60Z98P 0.001147 -0.008421 D61Z102P 0.001045 -0.01801 D62Z105P 0.0003282 -0.02591 D63Z108P 0.0005538 -0.03649 D64Z112P 0.0001838 -0.04665 D65Z115P 0.000464 -0.05816 D66Z117P 0.0003185 -0.06457 D67Z118P 0.0003501 -0.06765 D68Z118P 0.0001679 -0.068 D69Z117P 0.0001637 -0.06434 D70Z119P 0.0004024 -0.07363 D71Z119P 0.000394 -0.07377 D72Z121P 0.0002856 -0.07983 D73Z121P 0.0003288 -0.07991 D74Z122P 0.000274 -0.08609 D75Z122P 0.000299 -0.08611 D76Z124P 0.0001952 -0.09252 D77Z124P 0.0002159 -0.09248
-0.002949 -0.0261 0.0551 -0.003473 0.1317 -0.1144 -0.001375 0.0076 0.0349 0 0.0000 0.0000 22.25 0.0000 0.0000 -0.0008097 0.0037 -0.0017 20.75 0.0000 0.0000 -0.00108 0.0066 -0.0022 -0.0005043 0.0026 0.0063 -0.001236 0.0007 0.0028 -0.001383 0.0075 -0.0007 -0.001362 0.0135 -0.0001 21.84 0.0000 0.0000 -0.001428 -0.0278 0.0005 -0.006561 0.1972 -0.0051 -0.006568 0.1986 0.0042 -0.006234 0.1764 0.0088 -0.006245 0.1759 -0.0082 -0.005842 0.1832 -0.0118 -0.005859 0.1833 0.0124 -0.005365 0.1324 0.0266 -0.005391 0.1327 -0.0256 -0.004816 0.1750 -0.0476 -0.004855 0.1759 0.0491 -0.004153 0.0421 0.1042 -0.004207 0.0433 -0.1019 -0.00377 0.1045 0.0020 -0.00458 0.1303 0.0096 -0.005097 0.1431 0.0050 -0.005653 0.1657 0.0030 -0.006051 0.1758 0.0005 -0.006424 0.1924 -0.0005 -0.006706 0.1956 0.0018 -0.003832 0.1087 -0.0004 -0.004535 0.1294 -0.0075 -0.005129 0.1438 -0.0038 -0.005631 0.1655 -0.0024 -0.006064 0.1753 0.0004 -0.006415 0.1917 -0.0014 -0.006711 0.1853 0.0078 -0.005608 0.1813 -0.0130 -0.005085 0.2149 0.0134 -0.005037 0.2066 0.0031 -0.005627 0.1918 0.0309 -0.005222 0.2518 -0.0046 -0.005163 0.2463 0.0049 -0.005329 0.2502 -0.0023 -0.005287 0.2486 -0.0036 -0.005434 0.2555 -0.0016 -0.00538 0.2527 -0.0020 -0.005514 0.2640 -0.0022 -0.005473 0.2617 -0.0023
17:07:07 03/17/10
0.2138 0.1845 0.5288 0.0000 0.0000 0.0047 0.0000 0.0066 0.0028 0.0071 0.0089 0.0112 0.0000 0.0097 0.0791 0.0051 0.0967 0.0079 0.1142 0.0107 0.1318 0.0135 0.1493 0.0163 0.1669 0.0191 0.1757 0.0177 0.1406 0.0121 0.1055 0.0065 0.0704 0.0205 0.1581 0.0149 0.1230 0.0093 0.0879 0.0037 0.0044 0.0671 0.0050 0.0672 0.0663 0.0045 0.0655 0.0040 0.0646 0.0035 0.0638 0.0030
-1.577 -1.325 -4.215 7.6 3.522 6.341 2.532 5.832 6.703 5.494 5.158 4.603 2.383 4.214 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.328 1.324 -1.326 1.325 -1.325 1.325 -1.325 1.328 -1.324 1.326 -1.325 1.326 -1.325 1.325 0.902 -0.6896 0.6902 -0.9015 -0.6896 0.6904 -0.6897 0.6903 -0.6897 0.6903 -0.6898 0.6902
-1.576 -1.325 -4.225 -7.6 -337.9 -6.345 -314.5 -5.839 -6.708 -5.501 -5.165 -4.612 -329.5 -4.223 -1.377 -1.378 -1.366 -1.367 -1.356 -1.356 -1.347 -1.347 -1.338 -1.338 -1.331 -1.331 -1.33 -1.334 -1.343 -1.351 -1.361 -1.372 -1.383 -1.33 -1.333 -1.343 -1.351 -1.361 -1.372 -1.383 -0.9662 -0.7577 -0.758 -0.966 -0.7636 -0.7638 -0.7698 -0.7699 -0.7761 -0.7761 -0.7825 -0.7825
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
501 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
502 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
503 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Joint Support Reactions for Load Case "SERVICIO 1-5": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -----------------------------------------------------------------------------------------------------------------D0Z93P -0.15 0.0 0.20 0.0 99.59 0.0 0.0 99.59 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 11.08 0.0 22.81 0.0 124.03 0.0 0.0 126.59 0.0 -1.12 0.0 -0.6 0.0 -1.26 0.0 0.0 D29Z0P -9.88 0.0 18.98 0.0 106.05 0.0 0.0 108.19 0.0 -0.81 0.0 0.4 0.0 -0.09 0.0 0.0 D137Z93P -0.00 0.0 53.10 0.0 39.67 0.0 0.0 66.28 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -3.76 0.0 6.08 0.0 31.14 0.0 0.0 31.95 0.0 -1.10 0.0 -0.2 0.0 -0.10 0.0 0.0 D212Z93P 0.78 0.0 0.20 0.0 3.53 0.0 0.0 3.62 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 3.20 0.0 8.69 0.0 25.62 0.0 0.0 27.24 0.0 -1.40 0.0 0.4 0.0 -1.08 0.0 0.0 D287Z93P -0.00 0.0 58.93 0.0 39.08 0.0 0.0 70.71 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.2044 -0.7215 0.1451 -0.0000 -98.8678 0.0000 0.0000 0.0000 D1Z93P 0.0000 -0.4410 -1.5518 0.0000 0.4410 1.5518 0.0001 -0.0003 -0.0035 D2Z0P 0.0000 -0.6648 -2.3451 -11.0776 -22.1406 -121.6838 0.0000 0.0000 0.0000 D3Z9P 0.0000 -0.6648 -2.3451 0.0000 0.3339 2.3673 0.0005 -330.9199 22.2475 D4Z13P 0.0000 -0.6648 -2.3451 0.0000 0.1599 2.3790 0.0000 -504.8848 33.9434 D5Z19P -0.1987 -2.4202 -7.1977 0.1987 2.4202 7.1977 -0.0005 -0.0061 -0.0009 D6Z26P 0.0000 -0.6202 -2.4009 0.0000 0.3115 2.4216 0.0000 -308.7103 20.7531 D7Z31P 0.0000 -0.6202 -2.4009 -0.0000 0.1635 2.4316 -0.0002 -456.7263 30.7045 D8Z26P -0.2015 -1.7716 -4.8526 0.2015 1.7716 4.8526 0.0000 -0.0079 -0.0011 D9Z13P -0.0512 -0.9574 -3.5931 0.0512 0.9574 3.5931 0.0000 -0.0058 -0.0006 D10Z31P -0.3223 -2.4617 -6.4009 0.3223 2.4616 6.4009 -0.0002 -0.0082 -0.0013 D11Z36P 0.0000 -1.7853 -5.1266 -0.0000 1.7853 5.1266 -0.0004 -0.0084 -0.0014 D12Z45P 0.0000 -0.6527 -2.3757 -0.0000 0.6527 2.3757 -0.0004 -0.0107 -0.0013 D13Z45P 0.0000 -0.6527 -2.3757 -0.0000 0.3278 2.3976 -0.0004 -324.8906 21.8406 D14Z50P 0.0000 -0.6527 -2.3757 -0.0000 0.1619 2.4087 -0.0005 -490.7672 32.9927
Helman O. Mozo
Page
Job
504 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
505 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P
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Helman O. Mozo
Page
Job
506 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.2367 -1.6344 -1.6792 -0.4003 -0.4666 -2.9836 -0.2044 -0.6648 -0.6648 -0.6202 -0.6202 -0.6527 -0.6527 -0.6648 -0.6202 -0.6527 -0.0320 -0.0320 -0.0321 -0.0321 -0.0322 -0.0322 -0.0323 -0.0323 -0.0344
-0.8303 -1.2179 -1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
0.0000 0.2367 0.0000 1.6344 0.0000 1.6792 0.0000 0.4003 0.0000 0.4666 0.0000 2.9836 -0.0000 -58.7262 -0.3309 0.6648 0.1570 0.6648 -0.3087 0.6202 0.1607 0.6202 -0.3249 0.6527 0.1590 0.6527 0.3309 0.6648 0.3087 0.6202 0.3249 0.6527 -0.0000 0.0318 -0.0000 0.0319 -0.0000 0.0319 -0.0000 0.0320 -0.0000 0.0320 0.0000 0.0321 0.0000 0.0321 0.0000 0.0322 0.0000 0.0342
17:07:07 03/17/10
0.8303 0.0002 1.2179 0.0006 1.4000 0.0003 1.3261 0.0006 1.5702 0.0004 3.7052 0.0001 -38.3611 0.0000 2.3673 -330.9147 2.3345 156.9508 2.4216 -308.7021 2.3901 160.6866 2.3976 -324.8792 2.3650 159.0030 2.3228 330.9157 2.3801 308.7025 2.3539 324.8796 0.0964 -0.0001 0.0964 -0.0001 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 0.0000 0.0964 0.0000 0.0964 0.0000 0.1032 0.0001
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 11.55 -6770.39 -572.50 2927.89 103.34 -2239.68 -273.46 D128P 11.55 -2927.89 -103.34 -1464.15 -796.44 -2151.67 -440.81 D129P 11.55 732.57 267.07 303.72 -3.00 516.67 131.66 D130P 11.55 -185.03 -29.98 337.32 -462.43 61.86 -200.02 D131P 11.55 217.20 -369.10 -367.32 435.48 -46.10 20.38 D132P 11.55 -307.58 614.38 1843.01 -3206.15 379.21 -640.11 D133P 11.55 -1843.01 3206.15 -2831.34 5226.48 -837.75 1511.33 D134P 11.55 412.96 705.27 1745.71 3235.16 435.90 795.69 D135P 11.55 412.96 -705.27 -31.20 181.53 65.75 -90.21 D136P 11.55 31.20 -181.53 81.59 -266.38 13.60 -54.02 D137P 11.55 -81.59 266.38 -39.08 10.91 -24.03 55.21 D138P 11.55 39.08 -10.91 26.82 251.17 13.03 47.50 D139P 11.55 -26.82 -251.17 -5.82 -310.98 -4.30 -74.12 D140P 11.55 5.82 310.98 -76.69 100.20 -13.08 75.87 D141P 11.55 76.69 -100.20 -122.80 541.36 -9.66 92.46 D142P 11.55 122.80 -541.36 299.06 -849.12 48.89 -161.15 D143P -42.69 -5409.06 17965.08 -1879.63 7336.78 -4390.77 15242.08 D144P -62.69 -163.29 -887.63 2313.59 164.28 2032.00 -683.55 D145P -42.69 4383.62 -5191.16 5409.06 -17965.08 5881.49 -13907.65 D146P -42.69 1879.63 -7336.78 -2810.58 4335.57 -560.81 -1807.95
-0.0002 -0.0004 -0.0015 -0.0035 -0.0043 -0.0218 0.0000 -0.0058 -0.0051 -0.0083 -0.0082 -0.0112 -0.0104 -0.0047 -0.0078 -0.0106 -0.1300 -0.1363 -0.1429 -0.1497 -0.1566 -0.1636 -0.1706 -0.1776 -0.1847
-0.0007 -0.0013 -0.0017 -0.0021 -0.0023 -0.0034 0.0000 22.2460 -10.5522 20.7525 -10.8045 21.8396 -10.6917 -22.2471 -20.7554 -21.8433 -0.0045 -0.0046 -0.0047 -0.0048 -0.0048 -0.0048 -0.0049 -0.0049 -0.0049
Helman O. Mozo
Page
Job
510 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P
-42.69 788.88 -42.69 420.49 -13.66 102.10 -13.66 -69.73 5.77 193.26 -0.00 182.12 -0.00 15.30 -62.69 -163.29 11.55 -1745.71 11.55 367.32 11.55 -337.32 11.55 -303.72 11.55 1464.15 -42.69 2810.58 -42.69 -347.92 -42.69 -1386.08 -42.69 989.88 -42.69 -41.44 -42.69 -387.98 -42.69 468.45 -42.69 -131.95 -13.66 -38.50 -13.66 -149.39 -13.66 -265.20 -13.66 -253.92 -13.66 222.13 5.77 -145.40 5.77 104.67 -0.00 32.12 -0.00 56.38 -0.00 13.54 -0.00 29.36 -0.00 15.03 -0.00 -13.15 -0.00 8.44 -0.00 98.30 -0.00 35.41 -0.00 26.11 -0.00 12.59 -0.00 13.45 -0.00 6.27 -0.00 -7.96 -0.00 -11.27 -0.00 -5.26 6.21 481.19 6.21 -21.01 6.21 -655.86 6.21 -609.61 6.21 -368.60 6.21 19.75 6.21 1984.65 6.21 -315.25
-3057.29 -1371.12 281.39 1335.25 121.51 -233.34 -50.55 887.63 -3235.16 -435.48 462.43 3.00 796.44 -4335.58 197.88 5339.23 59.07 -1034.34 2281.51 565.03 -1066.05 -509.99 354.65 -318.42 -273.94 51.19 -48.28 -188.87 -178.64 -139.32 -100.92 -72.31 -30.19 -12.42 -3.17 275.84 155.49 119.27 83.67 61.16 40.12 20.63 4.77 1.83 -884.70 -96.42 -203.15 -724.26 -238.63 579.18 3209.47 716.66
-989.88 -468.45 265.21 1759.92 145.40 -98.29 -6.27 -905.82 -2831.34 307.58 -217.20 185.03 -732.57 347.93 1386.08 -788.88 41.44 387.98 -420.48 131.95 586.15 69.73 38.50 149.40 -102.10 253.93 -104.67 293.77 -35.41 -26.11 -12.58 -13.45 7.97 11.28 5.27 -32.11 -56.37 -13.54 -29.36 -15.30 -15.02 13.15 -8.44 0.01 21.01 118.03 -1259.78 -444.21 8.12 -1984.64 2941.04 -1845.62
-59.07 -121.09 -565.03 -28.89 318.42 258.54 1512.00 1189.68 48.27 336.58 -275.84 151.20 -40.12 16.29 -61.67 -505.15 -5226.48 -640.37 -614.38 199.41 369.10 -202.34 29.98 -56.29 -267.07 422.62 -197.88 1902.72 -5339.23 625.40 3057.29 -1310.22 1034.34 621.28 -2281.51 208.76 1371.12 -487.03 1066.05 361.69 -694.88 273.61 -1335.25 21.98 509.99 -78.05 -354.65 -81.51 -281.39 -250.59 273.94 335.08 188.87 -248.54 -35.76 396.00 -155.49 -5.93 -119.27 54.60 -83.67 1.73 -61.16 28.70 -20.63 41.48 -4.77 -3.37 -1.83 24.73 178.64 119.37 139.32 -37.81 100.92 22.68 72.31 -30.24 50.55 -3.32 30.19 -15.78 12.42 9.36 3.17 -35.54 -0.00 -9.48 96.42 292.72 -1183.04 47.53 -508.74 -955.10 -759.43 -428.06 502.88 -110.70 -3209.47 -485.28 5222.89 882.80 3268.98 -436.34
17:07:07 03/17/10
-1877.33 -1166.35 422.19 2004.10 168.73 -918.36 -163.53 390.26 -1183.86 -310.20 303.42 15.64 305.80 -2731.00 -3097.20 5058.15 658.68 -1997.50 2200.38 982.58 -1060.80 -1298.82 608.60 -473.76 -390.88 228.85 139.73 -223.25 -602.65 -466.39 -332.92 -240.74 -91.65 -31.01 -9.03 819.70 531.73 397.12 281.34 201.49 126.80 59.61 14.33 3.30 -459.46 -626.81 -354.93 -602.68 81.15 -649.62 1511.28 804.82
Helman O. Mozo
Page
Job
511 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D316P 6.21 -315.25 D317P 6.21 -285.99 D318P 6.21 291.28 D319P 6.21 19.48 D320P 6.21 -296.52 D321P 6.21 340.06 D322P 6.21 -72.37 D323P 6.21 -447.77 D324P -77.55 5708.44 D325P -209.59 -41.14 D326P -77.55 -282.93 D327P -77.55 -1601.11 D328P -77.55 -541.92 D329P -77.55 -198.13 D330P 7.23 -38.44 D331P 7.23 -32.91 D332P -9.97 -98.32 D333P 0.01 204.02 D334P 0.00 3.06 D335P -209.59 -41.14 D336P 6.21 1845.62 D337P 6.21 -8.12 D338P 6.21 444.21 D339P 6.21 1259.78 D340P 6.21 -118.03 D341P -77.55 -1874.49 D342P -77.55 779.41 D343P -77.55 2051.83 D344P -77.55 -386.19 D345P -77.55 195.84 D346P -77.55 873.77 D347P -77.55 244.17 D348P -77.55 -178.57 D349P 7.23 16.24 D350P 7.23 -239.79 D351P 7.23 -164.19 D352P 7.23 -31.42 D353P 7.23 -6.39 D354P -9.97 76.96 D355P -9.97 -53.49 D356P 0.01 48.11 D357P 0.01 22.07 D358P 0.01 -38.17 D359P 0.01 6.14 D360P 0.00 -6.17 D361P 0.00 -60.35 D362P 0.00 -8.56 D363P 0.01 29.30 D364P 0.01 63.84 D365P 0.01 68.36 D366P 0.01 54.30 D367P 0.00 27.30
-716.66 285.99 -196.50 -291.28 278.31 -19.48 -10.79 296.52 -263.63 -340.06 347.60 72.37 -107.74 447.77 -632.58 -609.18 -552.42 1601.11 -469.53 -1665.57 963.44 -5708.44 1264.91 1874.49 1169.42 386.19 703.61 -244.16 167.75 164.20 163.36 1718.99 -107.14 -76.96 115.41 -29.29 -0.06 -19.43 469.53 462.56 -3268.99 2941.04 -502.88 -19.75 759.43 368.60 508.74 609.61 1183.04 655.86 -2237.30 -779.41 1658.74 -2051.83 -1089.84 541.93 -1279.56 -195.83 1170.20 -873.77 -982.27 198.14 -558.29 178.57 756.40 -10.89 -309.14 32.91 279.45 -16.23 -228.98 239.79 45.64 38.45 -145.44 31.42 53.19 53.49 -191.22 -225.87 -26.87 -63.84 6.33 -68.36 -1.43 -54.30 0.44 -27.30 0.03 -30.49 0.07 -23.50 0.08 -2.30 44.27 -48.11 -10.27 -22.07 2.45 38.18 -0.49 -6.13 0.19 -3.06
196.50 -5.04 -278.31 -69.62 10.79 54.12 263.63 62.48 -347.60 -83.94 107.74 76.10 632.58 78.68 -950.89 -122.49 -1264.90 4403.34 736.23 -1612.81 552.42 -3598.42 2237.30 164.69 1279.56 -93.81 558.29 -266.44 228.98 88.52 -636.48 1186.78 -53.19 -174.20 -44.27 315.15 0.02 -29.52 -436.50 199.12 -5222.89 669.70 -579.18 -8.24 238.63 296.59 724.26 886.52 203.15 310.69 -1658.74 -1598.73 1089.84 -766.52 -1169.42 1562.51 -1170.20 -350.62 982.27 -408.39 -703.61 645.73 -756.40 254.66 665.04 -114.13 -163.36 34.60 309.14 -180.21 -279.45 53.21 -167.75 4.95 -45.64 17.62 191.22 129.65 61.86 -277.64 10.27 -28.36 -2.45 -83.48 0.49 -166.77 -0.19 -38.17 -0.05 -66.11 -0.07 -151.24 -0.04 -19.59 26.87 -33.93 -6.33 75.35 1.43 192.16 -0.44 86.89 0.06 43.73
17:07:07 03/17/10
-89.59 -57.26 57.56 49.99 -80.59 84.02 110.00 -183.51 -1094.77 252.02 910.42 2109.76 1475.29 760.18 279.25 -333.02 -159.35 128.31 -0.08 15.61 -1188.09 -319.72 364.18 584.73 800.77 -2347.01 1655.77 -1361.00 -1475.76 1296.67 -1015.59 -791.98 856.29 -332.58 414.29 -357.87 -85.95 -134.50 242.91 -128.57 -29.94 6.99 -1.68 0.45 -0.04 -0.01 0.07 128.31 -29.94 6.99 -1.68 0.45
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P
0.00 19.44 0.00 30.50 0.00 23.51 0.00 2.31 -261.22 680.94 -261.22 18.69 -261.23 -667.71 -261.23 -609.29 -261.24 -406.96 -261.24 -15.19 -261.25 1761.93 -261.26 -274.16 -261.26 -274.16 -261.27 -293.52 -261.28 298.02 179.76 20.40 423.32 -355.64 663.45 399.83 718.24 -88.46 1194.44 -514.54 -154.88 5720.15 -21.71 97.55 -154.88 -318.10 -154.88 -1553.98 -154.87 -536.09 -154.87 -214.64 3.96 151.15 3.95 -12.13 -4.37 -143.76 -0.01 112.25 -0.00 15.37 -21.71 97.55 -261.25 1678.38 -261.24 113.88 -261.23 270.87 -261.23 1408.85 -261.22 -268.77 -154.88 -1885.68 -154.87 782.76 -154.87 2063.83 -154.87 -384.15 -154.87 206.23 -154.87 888.79 -154.87 182.95 -154.87 -13.91 3.95 -118.07 3.95 -73.09 3.95 -330.66 3.96 -247.58 3.96 138.38 -4.36 110.24 -4.36 -51.43
-0.02 0.05 0.07 0.04 1111.07 284.02 159.63 718.82 302.71 -573.49 -2953.56 -681.81 681.81 199.06 -279.27 46.42 352.05 -427.84 141.78 760.86 589.18 760.69 -1281.10 -1261.76 -1181.16 -721.76 200.60 1042.38 -51.90 -150.92 -29.22 -760.68 3115.35 299.41 -470.18 -766.61 -1041.57 2206.82 -1679.18 1079.43 1266.49 -1176.53 982.68 521.59 -704.37 -378.02 259.44 -223.09 -196.85 64.94 30.24 193.38
6.17 60.36 8.57 0.01 -18.69 268.77 -1408.85 -270.87 -113.88 -1761.93 2666.41 -1678.38 293.52 -298.02 -20.40 355.64 -399.83 88.46 514.54 -721.51 1553.98 -2389.43 -5720.15 1885.68 384.16 -182.94 330.66 1625.84 -110.23 -71.92 -6.28 691.22 2666.41 15.19 406.96 609.29 667.71 -782.76 -2063.82 536.09 -206.23 -888.78 214.64 13.91 171.73 12.13 118.08 73.09 -151.14 247.58 51.43 -186.09
-0.03 -0.07 -0.08 0.00 -284.02 1041.57 766.61 470.18 -299.41 2953.56 -4958.81 -3115.35 -199.06 279.27 -4.49 -328.90 450.67 -136.57 -715.58 1144.30 1261.76 87.59 -589.18 -2206.82 -1266.49 -521.59 223.09 1753.32 -30.24 -213.46 -20.07 473.86 4958.81 573.49 -302.71 -718.82 -159.63 1679.18 -1079.43 1181.16 1176.53 -982.68 721.76 704.37 -805.80 -1042.38 378.02 -259.44 -200.60 196.85 -193.38 26.99
17:07:07 03/17/10
46.19 163.86 57.85 4.17 386.01 140.82 -1035.33 -357.52 -159.95 -438.91 793.66 -394.28 3.33 -71.34 55.27 74.35 -99.61 90.10 89.30 -143.25 4382.01 -2165.78 -3626.58 199.82 -91.52 -239.51 339.13 1135.84 -252.43 72.75 16.39 372.69 607.87 38.14 247.34 957.06 230.46 -1607.49 -771.73 1566.21 -355.65 -411.18 664.72 118.59 95.07 -74.57 31.67 -181.29 -280.65 271.67 160.68 -236.06
-0.09 -0.04 -0.01 0.07 482.06 649.41 461.80 482.97 1.01 587.82 -1418.08 -766.76 83.14 57.68 -56.50 -55.85 105.84 -104.15 -120.26 220.79 1115.02 801.60 -1123.29 -2089.51 -1474.49 -749.01 298.22 1967.81 -81.63 -657.20 -88.89 -135.52 1129.64 257.92 -282.02 -704.43 -693.90 2340.96 -1661.81 1361.80 1471.70 -1300.73 1026.77 738.53 -909.74 -999.77 448.69 -339.64 -279.75 184.26 -162.13 219.02
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P
-0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -404.11 -404.12 -404.12 -404.13 -404.14 -404.16 -404.16 -404.18 -404.19 -404.20 -404.21 458.11 889.44 1314.70 1369.49 1369.49 -267.79 48.45 -267.79 -267.78 -267.77 -267.76 -22.65 -22.65 6.60 -0.02 -0.01 48.45 -404.17 -404.15 -404.14 -404.13 -404.12 -267.78 -267.78 -267.77
49.24 -136.53 -41.79 52.03 -101.18 -24.48 14.64 -69.85 -13.00 29.11 -48.42 -13.36 14.99 -11.41 7.99 -13.14 -0.81 11.26 8.46 1.25 5.26 71.92 213.46 -49.24 41.80 116.71 -52.02 24.48 82.25 -14.63 13.01 58.55 -29.10 13.36 38.54 -15.37 6.29 20.07 -14.98 -7.98 3.08 13.15 -11.26 -0.92 -8.45 -5.25 -1.17 0.01 -6836.81 1421.07 3067.60 -3067.60 323.63 -1237.25 1232.20 184.41 850.04 549.89 817.73 399.57 -187.18 -89.12 443.59 1573.07 1363.20 2673.01 -2673.01 -4104.38 -2859.73 399.91 -690.66 1696.68 399.91 690.66 -54.80 54.80 194.54 100.19 -100.19 -276.52 -43.84 43.84 52.42 -23.74 23.74 369.31 44.65 -44.65 -390.84 -93.99 93.99 131.40 -156.23 156.23 695.76 376.07 -5267.90 -18023.32 -1901.17 -37.75 376.10 2386.98 3806.97 5861.74 5267.90 1901.17 7325.64 -2806.24 796.16 3071.72 -989.93 401.65 1447.40 -423.54 21.85 235.32 231.01 160.03 238.33 1863.29 104.37 183.05 92.94 166.35 107.59 -5.93 17.11 -0.06 -6.23 -37.75 -376.09 -1021.68 -1696.68 3181.29 -2859.73 -443.59 -285.11 -1573.08 -399.57 -699.84 187.18 -850.04 -386.27 -549.89 1237.25 -1323.66 -1232.20 2806.25 4371.54 346.97 -346.96 -176.23 1373.93 -1373.93 -5331.90 -796.15
-116.71 -82.25 -58.55 -38.54 -3.08 0.92 1.17 136.53 101.19 69.85 48.42 29.22 11.41 0.81 -1.25 0.00 -323.63 1323.66 386.27 699.84 285.11 4104.38 -5220.82 -3181.28 -194.54 276.52 29.56 -328.29 431.27 -126.19 -695.76 1088.31 -7325.64 -244.37 18023.32 -4371.54 37.54 376.79 325.77 -1512.42 68.47 -41.02 -0.02 1110.85 5220.82 -1363.20 89.12 -817.73 -184.41 176.23 5331.90 -3071.72
17:07:07 03/17/10
13.44 -456.73 49.69 -330.84 2.95 -231.59 28.41 -156.84 41.44 -26.14 -3.38 0.20 24.75 4.37 40.92 631.24 -18.44 392.99 17.77 274.33 -29.03 192.94 -3.61 122.20 -15.68 56.78 9.32 7.01 -35.55 -3.90 -9.47 -2.12 -2196.97 639.67 -2108.96 807.01 1038.16 284.53 385.67 616.44 78.74 60.19 1048.69 1350.37 -991.60 -1671.30 423.36 -781.86 59.44 85.45 18.69 56.81 -28.68 -49.17 3.97 -54.54 9.02 105.56 -25.58 -95.40 -13.04 -118.28 61.69 206.76 -4318.72 -15270.46 2219.98 124.48 5450.37 14345.39 -545.22 1779.57 -116.73 1873.05 -13.19 1098.91 177.98 394.94 1424.16 -896.79 196.10 249.98 289.34 120.06 19.63 -0.15 -500.57 347.17 -637.48 1175.53 -595.87 -487.03 -77.50 -222.85 -663.89 -570.97 2.92 -871.18 1899.52 2739.62 618.66 3105.83 -1307.28 -5062.42
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-267.77 -267.77 -267.77 -267.76 -267.76 -22.65 -22.65 -22.65 -22.65 -22.65 6.60 6.60 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00
989.93 -33.07 -367.57 423.55 -127.58 -84.37 -161.24 -231.01 -74.50 -54.71 -92.94 70.14 72.86 47.51 -17.80 21.96 6.14 -52.70 -5.61 5.94 38.01 44.37 37.36 12.40 6.23 19.34 19.36 0.44
-37.54 1027.26 -2317.19 -376.79 764.84 -456.20 383.83 -325.77 50.18 -202.33 -68.47 196.34 -25.54 6.05 -1.34 0.34 0.10 0.07 0.03 41.02 -9.74 2.36 -0.50 0.14 0.02 0.08 0.05 0.01
33.08 367.57 -401.64 127.58 -40.66 -160.03 84.37 161.24 -21.85 74.51 -70.14 193.70 -38.01 -44.37 -37.35 -12.40 -19.34 -19.36 -0.44 -72.86 -47.50 17.81 -21.95 -17.11 -6.14 52.71 5.62 0.01
-1027.26 2317.19 -1447.40 -764.84 1485.54 -238.33 456.20 -383.83 -235.32 -50.18 -196.33 -41.02 9.74 -2.36 0.50 -0.14 -0.08 -0.05 -0.01 25.54 -6.05 1.34 -0.34 0.06 -0.10 -0.07 -0.03 -0.00
17:07:07 03/17/10
616.27 201.51 -463.38 332.01 -101.35 -172.02 -54.10 -49.10 -67.82 13.93 -162.08 262.22 62.87 5.67 -99.47 17.24 -23.80 -129.96 -10.91 -120.70 -17.12 112.15 27.79 -8.48 0.17 129.95 45.06 0.81
-641.44 2014.73 -2267.83 -687.73 1355.65 -488.86 591.27 -499.47 -130.31 -177.73 -263.18 154.36 -28.49 6.66 -1.52 0.36 0.03 0.04 0.02 120.06 -28.49 6.66 -1.52 0.36 -0.15 0.03 0.04 0.02
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D197Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D272Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D196Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D271Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.17 4.23 4.1 4.1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D279Z139P D105Z139P D129Z139P D195Z138P D270Z138P D303Z138P D104Z138P D203Z138P D278Z138P D103Z138P D128Z138P D194Z137P D269Z137P D302Z137P D102Z137P D202Z136P D277Z136P D101Z136P D127Z136P D193Z136P D268Z136P D301Z136P D100Z136P D201Z135P D276Z135P D99Z135P D126Z135P D192Z135P D267Z135P D300Z135P D98Z135P D200Z134P D275Z134P D97Z134P D125Z134P D191Z134P D266Z134P D299Z134P D96Z134P D199Z133P D274Z133P D95Z133P D124Z133P D190Z133P D265Z133P D298Z133P D94Z133P D198Z132P D273Z132P D93Z132P D123Z132P D189Z131P
138.65 138.65 138.65 138.10 138.10 138.09 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.98 136.98 136.43 136.43 136.43 136.43 135.88 135.88 135.88 135.88 135.33 135.33 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.22 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.10 133.10 132.55 132.55 132.55 132.55 132.00 132.00 131.99 131.99 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.1 4.1 4.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 3.1
4.1 4.1 4.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 3.1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D264Z131P D297Z131P D92Z131P D185Z131P D260Z131P D84Z131P D85Z131P D187Z130P D262Z130P D88Z130P D87Z130P D261Z129P D186Z129P D86Z129P D89Z129P D259Z128P D184Z128P D82Z128P D83Z128P D258Z126P D183Z126P D81Z126P D80Z126P D257Z125P D182Z125P D79Z125P D78Z125P D256Z124P D181Z124P D77Z124P D76Z124P D255Z122P D180Z122P D75Z122P D74Z122P D254Z121P D179Z121P D73Z121P D72Z121P D253Z119P D178Z119P D71Z119P D70Z119P D252Z118P D177Z118P D68Z118P D67Z118P D251Z117P D176Z117P D66Z117P D69Z117P D250Z115P
131.44 131.44 131.44 130.89 130.89 130.89 130.89 129.90 129.90 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.64 123.64 122.23 122.23 122.22 122.22 120.81 120.81 120.80 120.80 119.39 119.39 119.38 119.38 117.97 117.97 117.96 117.96 116.95 116.95 116.94 116.94 114.92
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.06 0.06 0.06 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.1 3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4
3.1 3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D175Z115P D58Z115P D65Z115P D238Z113P D163Z113P D40Z113P D41Z113P D246Z112P D171Z112P D64Z112P D57Z112P D239Z110P D164Z110P D42Z110P D43Z110P D249Z108P D174Z108P D56Z108P D63Z108P D165Z107P D240Z107P D44Z107P D45Z107P D170Z105P D245Z105P D62Z105P D55Z105P D166Z103P D241Z103P D46Z103P D47Z103P D173Z102P D248Z102P D54Z102P D61Z102P D167Z100P D242Z100P D48Z100P D49Z100P D169Z98P D244Z98P D60Z98P D53Z98P D168Z97P D243Z97P D50Z97P D51Z97P D172Z95P D247Z95P D52Z95P D59Z95P D138Z93P
114.92 114.91 114.91 113.26 113.26 113.25 113.25 111.60 111.60 111.59 111.59 109.94 109.94 109.93 109.93 108.28 108.28 108.27 108.27 106.62 106.62 106.61 106.61 104.96 104.96 104.95 104.95 103.30 103.30 103.29 103.29 101.64 101.64 101.63 101.63 99.98 99.98 99.98 99.98 98.32 98.32 98.32 98.32 96.66 96.66 96.66 96.66 95.00 95.00 95.00 95.00 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.8 0.9 0.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0
1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.8 0.9 0.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0
Helman O. Mozo
Page
Job
518 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D213Z93P D27Z93P D1Z93P D206Z92P D281Z92P D109Z92P D131Z92P D150Z90P D225Z90P D26Z90P D25Z90P D207Z88P D282Z88P D111Z88P D132Z88P D149Z86P D224Z86P D23Z86P D24Z86P D208Z84P D283Z84P D113Z84P D133Z84P D14Z50P D148Z81P D223Z81P D22Z81P D21Z81P D209Z79P D115Z79P D284Z79P D134Z79P D20Z75P D19Z75P D147Z75P D222Z75P D117Z72P D135Z72P D210Z72P D285Z72P D17Z68P D16Z68P D145Z68P D220Z68P D13Z45P D38Z45P D161Z45P D292Z45P D119Z62P D136Z62P D211Z62P D286Z62P
93.33 93.33 93.33 91.63 91.63 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 83.35 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 75.35 75.35 75.35 75.35 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 66.42 66.42 66.41 66.41 62.40 62.40 62.40 62.40
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 324.89 324.89 324.88 324.88 0.02 0.02 0.02 0.02
4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 11612.8 11612.8 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 7687.5 7687.5 4.23 7687.4 7687.4 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5
NG
NG NG NG NG
Helman O. Mozo
Page
Job
519 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D7Z31P D15Z55P D18Z55P D146Z55P D221Z55P D28Z50P D39Z50P D162Z50P D237Z50P D4Z13P D32Z26P D6Z26P D155Z26P D290Z26P D12Z45P D37Z45P D160Z45P D235Z45P D144Z50P D293Z50P D36Z36P D11Z36P D159Z36P D234Z36P D35Z31P D10Z31P D158Z31P D233Z31P D30Z9P D3Z9P D151Z9P D288Z9P D33Z26P D8Z26P D156Z26P D231Z26P D296Z45P D143Z45P D218Z45P D236Z45P D142Z31P D291Z31P D31Z19P D154Z19P D5Z19P D229Z19P D34Z13P D9Z13P D157Z13P D232Z13P D121Z9P D122Z9P
62.02 55.28 55.28 55.28 55.28 50.35 50.35 50.35 50.35 47.28 47.04 47.04 47.04 47.04 44.57 44.57 44.57 44.57 39.66 39.66 36.32 36.32 36.32 36.32 31.32 31.32 31.32 31.32 30.84 30.84 30.84 30.84 26.28 26.28 26.28 26.28 22.73 22.73 22.73 22.73 20.52 20.52 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
456.73 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 504.88 308.71 308.71 308.70 308.70 0.01 0.01 0.01 0.01 159.00 159.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 330.92 330.92 330.92 330.91 0.01 0.01 0.01 0.01 324.88 324.88 324.89 324.89 160.69 160.69 0.00 0.00 0.01 0.01 0.00 0.01 0.00 0.01 0.00 0.00
4.23 10807.3 10807.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 11946.8 11946.8 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 3762.4 3762.4 4.23 3762.4 3762.4 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7687.5 7687.5 4.23 7687.5 7687.5 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 3802.2 3802.2 4.23 3802.2 3802.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1
NG
NG NG NG NG NG
NG NG
NG NG NG NG
NG NG NG NG NG NG
Helman O. Mozo
Page
Job
520 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D152Z9P D227Z9P D295Z26P D141Z26P D216Z26P D230Z26P D140Z13P D289Z13P D219Z50P D294Z9P D139Z9P D214Z9P D226Z9P D217Z31P D215Z13P
8.59 8.59 5.53 5.53 5.53 5.53 2.79 2.79 -4.02 -13.66 -13.66 -13.66 -13.66 -20.99 -41.71
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.01 308.70 308.70 308.71 308.71 156.95 156.95 808.77 330.92 330.92 330.92 330.92 778.10 818.79
4.23 0.1 0.1 4.23 0.1 0.1 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 3713.8 3713.8 4.23 3713.8 3713.8 4.23 19137.6 19137.6 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 18411.8 18411.8 4.23 19374.5 19374.5
*** Analysis Results for Load Case No. 20 "SERVICIO 1-6"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P -0.0001048 -0.0001212 -0.0003828 0.0045 -0.0124 -0.0395 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.004492 330.9 -22.25 0.0000 0.0000 0.0000 -3.527 323.9 -13.66 D4Z13P -0.004925 157 -10.55 0.0000 0.0000 0.0000 -0.004925 150.2 2.788 D5Z19P -0.005988 -0.0004338 -0.0009384 -0.0010 -0.0091 -0.0019 -6.346 -6.341 18.73 D6Z26P -0.007981 308.7 -20.76 0.0000 0.0000 0.0000 -2.541 302.9 5.53 D7Z31P -0.00829 160.7 -10.8 0.0000 0.0000 0.0000 -0.00829 155.2 20.52 D8Z26P -0.008041 0.0001427 -0.001147 -0.0014 -0.0115 -0.0027 -5.841 -5.833 26.28 D9Z13P -0.005668 2.012e-005 -0.0005926 0.0077 -0.0038 -0.0021 -6.709 -6.703 13.34 D10Z31P -0.008415 -0.0001146 -0.001287 0.0036 0.0001 -0.0045 -5.503 -5.494 31.32 D11Z36P -0.008623 -0.0003268 -0.001413 0.0005 -0.0099 -0.0043 -5.167 -5.158 36.32 D12Z45P -0.01125 -0.0003123 -0.001295 0.0002 -0.0159 -0.0050 -4.614 -4.603 44.57 D13Z45P -0.01124 324.9 -21.84 0.0000 0.0000 0.0000 -2.394 320.3 22.73 D14Z50P -0.011 159 -10.69 0.0000 0.0000 0.0000 -0.011 154.8 39.66 D15Z55P -0.01059 -0.0004223 -0.001378 0.0007 -0.0728 -0.0027 -3.894 -3.884 55.28 D16Z68P -0.008089 0.0002262 -0.002537 -0.0010 0.1246 -0.0380 3.023 -3.031 67.95 D17Z68P -0.008022 -0.0002414 -0.00152 0.0108 0.0870 -0.0158 -3.039 -3.032 67.95 D18Z55P -0.01049 0.0002421 -0.002443 0.0007 -0.0723 -0.0191 3.873 -3.883 55.28 D19Z75P -0.003969 0.000494 -0.002282 0.0009 0.0000 -0.0327 2.53 -2.533 75.35 D20Z75P -0.004751 -0.0006089 -0.001779 -0.0139 0.0519 -0.0128 -2.539 -2.534 75.35 D21Z81P -0.002156 0.0005461 -0.001959 0.0101 0.0298 -0.0367 2.13 -2.132 81.32 D22Z81P -0.001473 -0.0002694 -0.002207 0.0007 0.0074 -0.0116 -2.134 -2.133 81.32 D23Z86P -0.0007101 -0.0004033 -0.002535 0.0085 0.0090 -0.0129 -1.827 -1.827 85.87 D24Z86P -0.0001102 0.0001178 -0.001473 -0.0034 0.0084 -0.0382 1.826 -1.826 85.87
NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
521 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
522 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
523 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
524 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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-0.123 6.869e-005 -0.0002877 -0.0110 -0.2826 -0.1901 9.44e-005 -0.0004254 0.0005 -0.3662 -0.1311 0.0001388 -0.0006926 0.0031 -0.3227 -0.1375 0.0001352 -0.0006008 0.0007 -0.3394 -0.1442 0.0001337 -0.0005338 0.0007 -0.3521 -0.1511 0.0001292 -0.0004868 0.0006 -0.3575 -0.1581 0.0001245 -0.0004542 0.0006 -0.3638 -0.1652 0.0001196 -0.0004343 0.0006 -0.3677 -0.1723 0.0001145 -0.0004262 0.0005 -0.3697 -0.1794 0.0001068 -0.0004251 0.0004 -0.3666 -0.1865 9.869e-005 -0.0004254 0.0004 -0.3664 -0.1343 0.0001581 -0.0006403 -0.0006 -0.3318 -0.1408 0.0001517 -0.0005611 -0.0002 -0.3465 -0.1476 0.0001433 -0.0005063 0.0000 -0.3552 -0.1546 0.0001351 -0.0004672 0.0001 -0.3607 -0.1616 0.000127 -0.0004411 0.0001 -0.3660 -0.1687 0.0001189 -0.0004273 0.0001 -0.3692 -0.1759 0.0001107 -0.0004249 0.0004 -0.3683 -0.183 0.0001025 -0.0004252 0.0004 -0.3662 0.0001643 -0.0001816 -0.0006187 -0.0168 -0.0050 0.0001426 -0.0003777 -0.001173 0.0137 -0.0054 -0.0004027 9.121e-005 -0.001561 -0.0072 0.0168 -0.00194 -5.741e-005 -0.001956 0.0016 0.0203 -0.002497 0.0002656 -0.002124 0.0020 0.0018 -0.02089 0.0002167 -0.003316 -0.0034 0.0416 0 0 0 0.0000 0.0000 -0.0002861 3.507e-005 -0.003575 -0.1211 -0.1383 -0.005605 330.9 22.25 0.0000 0.0000 -0.004905 -157 -10.55 0.0000 0.0000 -0.007401 308.7 20.75 0.0000 0.0000 -0.00722 -160.7 -10.8 0.0000 0.0000 -0.009576 324.9 21.84 0.0000 0.0000 -0.008677 -159 -10.69 0.0000 0.0000 -0.005946 -0.0006268 -0.001704 0.0020 0.1297 -0.008298 -0.0004671 -0.001496 0.0002 -0.0762 -0.00262 -0.000102 -0.001999 0.0006 0.0008 -0.0006055 -0.0002283 -0.002357 0.0012 0.0101 5.71e-005 9.985e-005 -0.002673 -0.0106 0.0010 0.0005933 0.0001912 -0.003079 0.0390 0.0332 -0.004739 -330.9 -22.25 0.0000 0.0000 -0.004804 -0.0004426 -0.0002813 -0.0011 -0.0283 0 0 0 0.0000 0.0000 -0.005707 0.0003694 -0.0008185 0.0021 -0.0040 -0.007016 -308.7 -20.76 0.0000 0.0000 -0.007055 -0.0003062 -0.001064 0.0030 -0.0085 -0.005791 9.426e-006 -0.0004817 -0.0064 -0.0005 -0.007303 -0.0001781 -0.001213 -0.0017 -0.0002 -0.007387 -0.0001078 -0.001351 0.0022 -0.0058 -0.008975 -0.0004547 -0.00136 0.0020 -0.0126 -0.008963 -324.9 -21.84 0.0000 0.0000 -0.008685 -0.0004268 -0.00143 0.0016 0.0272 -0.05328 0.0001291 -0.006621 -0.0079 -0.1980
17:07:07 03/17/10
0.0412 0.3403 0.0397 0.1599 0.0397 0.2189 0.0397 0.2125 0.0397 0.2058 0.0397 0.1989 0.0397 0.1919 0.0397 0.1848 0.0397 0.1777 0.0397 0.1706 0.0397 0.1635 0.0397 0.2157 0.0397 0.2092 0.0397 0.2024 0.0397 0.1954 0.0397 0.1884 0.0397 0.1813 0.0397 0.1741 0.0397 0.167 0.0185 1.44 0.0197 1.692 0.0189 1.967 0.0186 2.314 0.0159 2.758 0.0161 3.384 0.0000 1.9e-015 0.0323 -1.325 0.0000 3.517 0.0000 -0.004905 0.0000 2.525 0.0000 -0.00722 0.0000 2.374 0.0000 -0.008677 0.0330 -3.037 0.0147 -3.891 0.0270 -2.536 0.0298 -2.133 0.0316 -1.826 0.0318 -1.576 0.0000 -3.527 0.0013 -7.027 0.0000 -7.6 0.0063 -6.346 0.0000 -2.54 0.0087 -5.84 0.0052 -6.709 0.0113 -5.502 0.0125 -5.166 0.0150 -4.612 0.0000 -2.392 0.0198 -4.223 0.0607 -1.378
0.4634 129.9 0.3501 140.9 0.3501 131.4 0.3501 132.6 0.3501 133.7 0.3501 134.8 0.3501 135.9 0.3501 137 0.3501 138.1 0.3501 139.2 0.3501 140.3 0.3502 132 0.3502 133.1 0.3501 134.2 0.3501 135.3 0.3501 136.4 0.3501 137.5 0.3501 138.7 0.3501 139.8 1.44 91.63 1.692 87.87 1.968 83.77 2.316 78.59 2.761 71.98 3.405 62.4 1.325 93.33 1.325 93.33 337.9 30.84 -150.2 2.788 314.5 47.04 -155.2 20.52 329.5 66.41 -154.8 39.66 3.031 67.95 3.883 55.28 2.534 75.35 2.132 81.32 1.827 85.87 1.577 89.59 -323.9 -13.66 7.022 8.59 7.6 0 6.341 18.73 -302.9 5.53 5.833 26.28 6.703 13.34 5.494 31.32 5.158 36.32 4.603 44.57 -320.3 22.73 4.214 50.35 1.325 113.3
Helman O. Mozo
Page
Job
525 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D239Z110P -0.04216 D240Z107P -0.03176 D241Z103P -0.02217 D242Z100P -0.01351 D243Z97P -0.006233 D244Z98P -0.00898 D245Z105P -0.02669 D246Z112P -0.0476 D247Z95P -0.004426 D248Z102P -0.01809 D249Z108P -0.03697 D250Z115P -0.05903 D251Z117P -0.06553 D252Z118P -0.06894 D253Z119P -0.07489 D254Z121P -0.08106 D255Z122P -0.08732 D256Z124P -0.09375 D257Z125P -0.1004 D258Z126P -0.107 D259Z128P -0.1137 D260Z131P -0.128 D261Z129P -0.1183 D262Z130P -0.1231 D263Z141P -0.1901 D264Z131P -0.1311 D265Z133P -0.1375 D266Z134P -0.1442 D267Z135P -0.1511 D268Z136P -0.1581 D269Z137P -0.1652 D270Z138P -0.1723 D271Z139P -0.1794 D272Z140P -0.1865 D273Z132P -0.1343 D274Z133P -0.1408 D275Z134P -0.1477 D276Z135P -0.1546 D277Z136P -0.1616 D278Z138P -0.1687 D279Z139P -0.1759 D280Z140P -0.183 D281Z92P 0.001543 D282Z88P -5.161e-005 D283Z84P -0.0003857 D284Z79P -0.001714 D285Z72P -0.002385 D286Z62P -0.02086 D287Z93P 0 D288Z9P -330.9 D289Z13P -504.9 D290Z26P -308.7
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0.0159 -0.0239 0.0439 -0.0716 0.1293 -0.0122 -0.0046 -0.0019 -0.0047 0.0058 0.0014 0.0037 0.0287 0.0171 -0.0031 0.0007 0.0010 0.0001 0.0016 -0.0026 0.0017 0.0087 0.0091 0.0135 -0.0019 -0.0035 -0.0014 -0.0019 -0.0018 -0.0019 -0.0019 -0.0019 -0.0019 -0.0019 -0.0045 -0.0011 -0.0020 -0.0018 -0.0019 -0.0019 -0.0019 -0.0019 0.0203 -0.0032 -0.0005 0.0045 -0.0039 0.0039 0.0000 0.0000 0.0000 0.0000
17:07:07 03/17/10
-0.1824 -0.1794 -0.1444 -0.1659 -0.0597 -0.1317 -0.1671 -0.1928 -0.1040 -0.1469 -0.1789 -0.1987 -0.1973 -0.2233 -0.2481 -0.2502 -0.2554 -0.2633 -0.2679 -0.2696 -0.2715 -0.3136 -0.2767 -0.2831 -0.3663 -0.3245 -0.3394 -0.3527 -0.3569 -0.3638 -0.3678 -0.3704 -0.3659 -0.3663 -0.3313 -0.3461 -0.3551 -0.3611 -0.3660 -0.3688 -0.3682 -0.3666 -0.0043 0.0034 0.0080 0.0242 -0.0010 0.0408 0.0000 0.0000 0.0000 0.0000
0.0560 0.0513 0.0465 0.0418 0.0371 0.0394 0.0489 0.0584 0.0347 0.0442 0.0536 0.0631 0.0710 0.0744 0.0738 0.0732 0.0726 0.0720 0.0714 0.0708 0.0702 0.0759 0.0725 0.0751 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0759 0.0312 0.0320 0.0306 0.0295 0.0260 0.0249 0.0000 0.0000 0.0000 0.0000
-1.367 -1.357 -1.347 -1.339 -1.331 -1.334 -1.352 -1.373 -1.329 -1.343 -1.362 -1.384 -0.9672 -0.7589 -0.7649 -0.7711 -0.7773 -0.7838 -0.7904 -0.797 -0.8037 -0.478 -0.695 -0.5864 -0.5401 -0.4811 -0.4875 -0.4942 -0.5011 -0.5081 -0.5152 -0.5223 -0.5294 -0.5365 -0.4843 -0.4908 -0.4977 -0.5046 -0.5116 -0.5187 -0.5259 -0.533 -1.438 -1.692 -1.968 -2.318 -2.763 -3.426 -1.325 -337.9 -511.6 -314.5
1.325 1.325 1.325 1.325 1.325 1.324 1.325 1.325 1.328 1.326 1.326 1.325 0.9019 0.69 0.6899 0.69 0.6899 0.69 0.6899 0.6899 0.69 0.3498 0.5766 0.4633 0.3501 0.3498 0.3499 0.3499 0.3499 0.35 0.35 0.3501 0.3501 0.3501 0.3499 0.3499 0.3499 0.35 0.35 0.35 0.3501 0.3501 1.439 1.693 1.968 2.316 2.76 3.404 1.457e-011 3.522 2.123e-005 2.533
109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 30.84 47.28 47.04
Helman O. Mozo
Page
Job
526 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-456.7 -0.0001481 -324.9 -0.0004529 -490.8 -0.0004223 -330.9 0.0005389 -308.7 0.0001388 -324.9 -0.000314 -0.1314 -0.0001999 -0.1378 -0.0001586 -0.1444 -0.0001142 -0.1513 -7.072e-005 -0.1582 -2.969e-005 -0.1652 1.114e-005 -0.1723 5.18e-005 -0.1794 9.211e-005 -0.1864 0.0001298
30.7 21.84 32.99 22.25 20.75 21.84 -0.004491 -0.004609 -0.0047 -0.004766 -0.004814 -0.004847 -0.004866 -0.004874 -0.004875
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 -0.0017 -0.0016 -0.0017 -0.0017 -0.0018 -0.0018 -0.0019 -0.0019
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3203 -0.3370 -0.3498 -0.3552 -0.3615 -0.3654 -0.3674 -0.3642 -0.3640
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0341 -0.0341 -0.0341 -0.0341 -0.0341 -0.0341 -0.0341 -0.0341 -0.0341
-462.2 -329.5 -495 -337.9 -314.5 -329.5 -0.4814 -0.4878 -0.4944 -0.5013 -0.5082 -0.5152 -0.5223 -0.5294 -0.5364
-0.0001481 2.383 -0.0004223 -3.522 -2.533 -2.383 -0.3502 -0.3502 -0.3501 -0.3501 -0.35 -0.35 -0.3499 -0.3499 -0.3499
62.02 66.42 83.35 30.84 47.04 66.42 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-6": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D0Z93P 57.60 0.0 -0.00 0.0 51.29 0.0 0.0 77.13 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 22.41 0.0 11.21 0.0 124.45 0.0 0.0 126.95 0.0 0.49 0.0 1.0 0.0 -0.09 0.0 0.0 D29Z0P 8.78 0.0 2.71 0.0 18.46 0.0 0.0 20.62 0.0 -0.29 0.0 1.2 0.0 -0.08 0.0 0.0 D137Z93P 0.20 0.0 0.35 0.0 2.19 0.0 0.0 2.22 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 8.11 0.0 -3.31 0.0 27.29 0.0 0.0 28.66 0.0 0.28 0.0 1.3 0.0 0.09 0.0 0.0 D212Z93P 55.73 0.0 -0.00 0.0 51.42 0.0 0.0 75.82 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 21.90 0.0 -10.70 0.0 116.90 0.0 0.0 119.41 0.0 -0.49 0.0 1.1 0.0 0.09 0.0 0.0 D287Z93P 0.20 0.0 -0.26 0.0 76.70 0.0 0.0 76.70 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-6": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P -0.2044 0.0000 -0.7215 -57.3983 -0.0000 -50.5641 0.0000 0.0000 0.0000 D1Z93P -0.4410 0.0000 -1.5518 0.4410 -0.0000 1.5518 -0.0001 -0.0001 -0.0004 D2Z0P -0.6648 0.0000 -2.3451 -21.7469 -11.2085 -122.1027 0.0000 0.0000 0.0000 D3Z9P -0.6648 0.0000 -2.3451 0.6648 0.3309 2.3228 -0.0045 330.9158 -22.2472 D4Z13P -0.6648 0.0000 -2.3451 0.6648 0.1570 2.3345 -0.0049 156.9508 -10.5522 D5Z19P -3.1296 0.0000 -7.1977 3.1296 -0.0000 7.1977 -0.0060 -0.0004 -0.0009 D6Z26P -0.6202 0.0000 -2.4009 0.6202 0.3087 2.3801 -0.0080 308.7025 -20.7553 D7Z31P -0.6202 0.0000 -2.4009 0.6202 0.1607 2.3901 -0.0083 160.6866 -10.8044 D8Z26P -2.4912 0.0000 -4.8526 2.4911 0.0000 4.8526 -0.0080 0.0001 -0.0011 D9Z13P -1.1402 0.0000 -3.5931 1.1402 0.0000 3.5931 -0.0057 0.0000 -0.0006 D10Z31P -3.6125 0.0000 -6.4009 3.6125 -0.0000 6.4009 -0.0084 -0.0001 -0.0013 D11Z36P -1.7853 0.0000 -5.1266 1.7853 -0.0000 5.1266 -0.0086 -0.0003 -0.0014 D12Z45P -0.6527 0.0000 -2.3757 0.6527 -0.0000 2.3757 -0.0113 -0.0003 -0.0013 D13Z45P -0.6527 0.0000 -2.3757 0.6527 0.3249 2.3539 -0.0112 324.8793 -21.8432
Helman O. Mozo
Page
Job
527 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D14Z50P D15Z55P D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P
-0.6527 -1.5674 -3.4875 -3.4875 -3.5847 -0.8668 -3.0194 -0.7053 -0.7053 -0.5513 -0.5513 -0.4829 -0.4829 -0.4410 -0.6527 -0.6648 -0.6648 -1.2850 -0.6202 -0.6202 -0.6648 -0.6202 -1.2729 -0.6527 -0.6527 -0.6527 -0.2285 -0.2285 -0.2271 -0.2271 -0.2352 -0.2352 -0.2336 -0.2336 -0.2226 -0.2226 -0.2044 -0.2044 -0.2044 -0.4269 -0.4562 -1.1055 -0.4622 -0.4555 -0.4360 -0.2044 -0.4269 -0.4562 -1.1055 -0.4622 -0.4555 -0.4360
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-2.3757 -5.7010 -5.2755 -5.2755 -6.0810 -2.8964 -3.2764 -2.3461 -2.3461 -1.8579 -1.8579 -1.6682 -1.6682 -1.5518 -2.3757 -2.3451 -2.3451 -4.7459 -2.4009 -2.4009 -2.3451 -2.4009 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.7739 -0.7739 -0.8264 -0.8264 -0.8264 -0.8264 -0.7739 -0.7739 -0.7215 -0.7215 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
528 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
529 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
530 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.0008 0.0001 0.0002 0.0003 0.0004 0.0005 0.0005 0.0006 0.0006 -0.0007 0.0002 -0.0003 -0.0004 -0.0007 -0.0006 -0.0005 -0.0005 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004 -0.0006 -0.0006 -0.0005 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004 -0.0006 -0.0012 -0.0016 -0.0020 -0.0021 -0.0033 0.0000 -0.0036 22.2461 -10.5523 20.7527 -10.8044 21.8397 -10.6917 -0.0017 -0.0015 -0.0020 -0.0024 -0.0027 -0.0031 -22.2470 -0.0003
Helman O. Mozo
Page
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531 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P
-0.6648 -2.3615 -0.6202 -1.7121 -1.1402 -2.5332 -1.2729 -0.6527 -0.6527 -0.6527 -0.2285 -0.2271 -0.2352 -0.2336 -0.2226 -0.2044 -0.4269 -1.1055 -0.4555 -0.2044 -0.4562 -0.4622 -0.4360 -0.2075 -0.3078 -0.2009 -1.2725 -0.2019 -0.1995 -1.2761 -0.1976 -0.1846 -0.1176 -0.0856 -0.0856 -0.0344 -0.0320 -0.0320 -0.0321 -0.0321 -0.0322 -0.0322 -0.0323 -0.0323 -0.0344 -0.0640 -0.0641 -1.0700 -0.0643 -0.0644 -0.0645 -1.0773
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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17:07:07 03/17/10
10.6976 -114.5544 0.0000 6.7073 -0.3087 2.3801 -0.0000 4.3623 0.0000 3.5931 -0.0000 4.8526 -0.0000 4.7766 -0.0000 2.3757 -0.3249 2.3539 -0.0000 2.3757 0.0000 0.7739 0.0000 0.7739 0.0000 0.8263 0.0000 0.8263 0.0000 0.7739 0.0000 0.7215 -0.0000 1.4954 -0.0000 2.9727 0.0000 1.5479 0.0000 0.7215 0.0000 1.6003 0.0000 1.6003 0.0000 1.5475 0.0000 0.7735 0.0000 1.2725 -0.0000 0.9792 -0.0000 2.1004 -0.0000 0.9604 -0.0000 0.9494 -0.0000 2.0784 -0.0000 0.9384 -0.0000 0.7034 -0.0000 0.3307 -0.0000 0.2342 -0.0000 0.2342 0.0000 0.1032 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 0.0000 0.0964 0.0000 0.0964 0.0000 0.0964 0.0000 0.1032 -0.0000 0.1928 -0.0000 0.1928 -0.0000 1.2248 -0.0000 0.1928 0.0000 0.1928 0.0000 0.1928 0.0000 1.2248
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Helman O. Mozo
Page
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532 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.0667 -0.2367 -1.6344 -1.6792 -0.4003 -0.4666 -2.9836 -0.2044 -0.6648 -0.6648 -0.6202 -0.6202 -0.6527 -0.6527 -0.6648 -0.6202 -0.6527 -0.0320 -0.0320 -0.0321 -0.0321 -0.0322 -0.0322 -0.0323 -0.0323 -0.0344
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
0.0666 0.2367 1.6344 1.6792 0.4003 0.4666 2.9836 -0.0000 0.3339 0.1599 0.3115 0.1635 0.3278 0.1619 0.3339 0.3115 0.3278 0.0318 0.0319 0.0319 0.0320 0.0320 0.0321 0.0321 0.0322 0.0342
17:07:07 03/17/10
0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.2584 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000
0.1996 0.8303 1.2179 1.4000 1.3261 1.5702 3.7052 -75.9793 2.3673 2.3790 2.4216 2.4316 2.3976 2.4087 2.3673 2.4216 2.3976 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P -21.85 1040.41 -236.41 -68.46 -9.40 566.52 -143.28 D128P -21.85 68.46 9.40 587.47 -643.46 321.34 -310.63 D129P -21.85 -172.35 276.59 -815.40 -200.79 -492.47 37.79 D130P -21.85 95.49 -22.59 -21.22 -247.54 30.17 -109.72 D131P -21.84 -515.23 -403.36 -173.61 255.10 -211.54 -45.53 D132P -21.84 12.27 598.52 -1750.79 -2955.52 -429.38 -582.13 D133P -21.84 1750.80 2955.52 2673.50 4962.57 792.94 1419.11 D134P -21.84 -263.16 664.29 -1665.10 3085.67 -389.37 757.23 D135P -21.84 -263.16 -664.29 324.20 225.32 10.51 -75.61 D136P -21.84 -324.20 -225.32 -321.84 -302.44 -77.91 -63.64 D137P -21.84 321.84 302.44 -8.71 26.75 62.35 65.54 D138P -21.84 8.71 -26.75 335.82 330.83 68.12 60.12 D139P -21.84 -335.83 -330.83 -374.32 -404.83 -93.64 -97.00 D140P -21.84 374.32 404.83 81.76 113.05 84.16 95.56 D141P -21.84 -81.76 -113.05 452.84 680.59 77.77 118.95 D142P -21.84 -452.84 -680.60 -648.09 -1054.50 -127.59 -201.08 D143P -44.13 574.40 9248.62 946.46 2546.21 916.18 7105.32 D144P -255.27 -89.99 -444.30 -2233.90 935.32 -2196.03 464.00 D145P -44.13 -900.64 570.73 -574.40 -9248.62 -885.91 -5211.95
-0.1830 0.0015 -0.0001 -0.0004 -0.0017 -0.0024 -0.0209 0.0000 -330.9200 -504.8848 -308.7098 -456.7263 -324.8894 -490.7672 -330.9198 -308.7104 -324.8909 -0.1314 -0.1378 -0.1444 -0.1513 -0.1582 -0.1652 -0.1723 -0.1794 -0.1864
0.0001 -0.0013 0.0006 -0.0001 -0.0002 -0.0003 -0.0003 0.0000 -0.0004 0.0000 -0.0003 -0.0001 -0.0005 -0.0004 0.0005 0.0001 -0.0003 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000 0.0001 0.0001 0.0001
-0.0049 -0.0035 -0.0028 -0.0025 -0.0022 -0.0020 -0.0007 0.0000 22.2475 33.9434 20.7531 30.7044 21.8405 32.9926 22.2474 20.7531 21.8406 -0.0045 -0.0046 -0.0047 -0.0048 -0.0048 -0.0048 -0.0049 -0.0049 -0.0049
Helman O. Mozo
Page
Job
533 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D146P -44.13 D147P -44.13 D148P -44.14 D149P 19.73 D150P 19.74 D151P -11.23 D152P 0.02 D153P 0.01 D154P -255.26 D155P -21.84 D156P -21.84 D157P -21.85 D158P -21.85 D159P -21.85 D160P -44.13 D161P -44.13 D162P -44.13 D163P -44.13 D164P -44.14 D165P -44.14 D166P -44.14 D167P -44.14 D168P 19.73 D169P 19.73 D170P 19.73 D171P 19.73 D172P 19.73 D173P -11.23 D174P -11.23 D175P 0.02 D176P 0.02 D177P 0.01 D178P 0.01 D179P 0.01 D180P 0.00 D181P 0.00 D182P 0.02 D183P 0.02 D184P 0.01 D185P 0.01 D186P 0.01 D187P 0.01 D188P 0.01 D189P 0.00 D190P 0.00 D308P 10.92 D309P 10.92 D310P 10.92 D311P 10.92 D312P 10.92 D313P 10.92 D314P 10.92
-946.46 -787.61 -506.65 114.30 36.05 -61.66 -66.55 0.07 -89.99 1665.10 173.61 21.22 815.40 -587.47 1453.80 -1120.61 727.41 866.07 -780.14 644.28 384.40 -501.31 -207.32 194.53 -164.83 25.16 -179.89 64.11 -36.64 17.26 -4.35 1.00 -0.33 -0.05 -0.09 -0.06 -24.64 6.45 -1.67 0.33 -0.13 0.01 -0.07 -0.07 -0.03 833.63 108.13 -704.98 -594.27 -381.57 22.42 1985.11
-2546.21 -596.76 -85.06 119.00 357.58 -193.42 166.44 14.34 444.30 -3085.67 -255.10 247.54 200.79 643.46 -2544.12 1422.43 2726.63 -123.35 334.55 1083.29 446.41 -153.60 17.19 453.69 317.66 44.64 92.68 67.54 -189.15 100.63 65.44 -49.74 25.95 -2.79 -103.21 -11.46 117.70 132.19 125.40 96.14 52.26 35.34 45.66 31.97 2.33 371.83 -118.81 268.45 714.37 244.53 -575.28 -3213.70
-1453.80 -866.07 -384.40 164.83 -894.19 -64.11 24.64 -0.01 492.11 2673.50 -12.27 515.23 -95.49 172.35 1120.61 -727.41 787.61 780.14 -644.28 506.65 501.31 -880.23 -36.05 207.32 -194.53 -114.30 -25.16 36.64 -164.74 -6.45 1.67 -0.33 0.13 0.07 0.07 0.03 -17.26 4.35 -1.00 0.33 -0.07 0.05 0.09 0.06 0.00 -108.13 254.57 -1311.96 -416.53 3.60 -1985.10 2929.26
2544.12 123.35 -446.41 -317.67 -2265.02 -67.55 -117.70 -35.33 -709.50 -4962.57 -598.52 403.36 22.59 -276.59 -1422.43 -2726.63 596.77 -334.55 -1083.28 85.07 153.61 -184.28 -357.58 -17.19 -453.69 -119.00 -44.65 189.15 69.73 -132.18 -125.40 -96.14 -52.25 -45.65 -31.96 -2.33 -100.62 -65.43 49.74 -25.94 -14.33 2.79 103.22 11.47 0.01 118.81 1044.15 528.72 757.56 -513.58 3213.70 -5209.98
17:07:07 03/17/10
-1445.94 -996.19 -536.78 196.47 -604.02 -125.00 -75.57 0.11 190.00 607.01 47.67 195.75 341.40 -239.80 1550.85 -1113.27 912.66 991.69 -858.08 693.33 533.56 -832.25 -171.30 282.85 -252.95 -62.74 -144.32 100.13 -200.14 19.48 -4.82 1.20 -0.36 0.03 -0.03 -0.05 -75.57 19.48 -4.82 1.20 -0.36 0.11 0.03 -0.03 -0.05 422.87 177.69 -1005.60 -410.59 -116.07 -484.74 880.77
-1.26 -285.19 -320.16 -139.84 -1342.60 -259.36 87.91 -37.87 -125.30 -1126.02 -252.22 237.50 105.93 211.93 -2389.49 -785.66 2002.05 -275.84 -451.04 703.83 361.46 -203.54 -239.59 307.24 -95.75 -52.34 33.81 255.11 -118.68 -56.91 -108.15 -263.10 -47.44 -87.37 -243.81 -24.86 30.80 120.40 315.90 126.62 68.40 68.77 268.52 78.34 4.22 285.98 453.33 397.45 597.90 -82.62 651.63 -1509.72
Helman O. Mozo
Page
Job
534 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P
10.92 10.92 10.92 10.92 10.92 10.92 10.92 10.92 10.92 46.07 152.84 46.07 46.07 46.07 46.07 3.82 3.81 1.80 -0.01 -0.01 152.83 10.92 10.92 10.92 10.92 10.92 46.07 46.07 46.07 46.07 46.07 46.07 46.07 46.07 3.81 3.81 3.81 3.82 3.82 1.80 1.80 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01
-319.22 -724.54 -319.22 724.54 -241.99 128.74 250.31 -208.63 24.61 6.66 -315.64 285.65 361.49 -378.90 -83.47 121.00 -513.27 729.21 -566.68 9249.47 74.60 792.84 850.48 328.45 945.04 -2557.23 782.12 -604.54 485.17 -98.05 145.35 -164.53 704.51 372.72 -166.92 -12.81 183.65 199.77 19.19 30.23 74.60 -792.84 1838.94 3252.75 -3.60 513.58 416.53 -757.56 1311.96 -528.72 -254.57 -1044.15 -1464.36 -2547.96 1113.56 1407.54 -730.94 2712.06 -873.53 -130.13 781.50 329.40 -634.11 1082.51 -437.54 416.36 578.04 -48.90 -310.88 211.31 205.95 201.25 -169.78 582.45 -139.51 391.00 109.29 -126.77 119.65 25.19 -72.52 184.76 95.05 117.02 66.28 104.98 46.06 31.59 31.82 56.79 7.60 25.42 0.69 -30.74 -0.74 9.74 -143.07 149.57 -78.00 102.16 -54.57 59.43 -38.64 35.33
-1838.94 241.99 -250.31 -24.61 315.64 -361.49 83.47 513.27 -709.34 -945.04 -2209.62 566.68 1464.36 873.53 437.54 169.78 1189.53 -119.65 143.07 13.22 568.59 2929.26 -22.42 381.57 594.27 704.98 -1113.56 730.94 -782.12 -781.50 634.11 -485.17 -578.04 673.64 -704.51 310.88 -205.95 -145.35 139.51 72.52 -271.11 78.00 54.57 38.64 25.34 2.65 -0.36 -0.68 -95.05 -66.28 -46.06 -31.82
-3252.75 -128.74 208.63 -6.66 -285.65 378.90 -121.00 -729.21 1105.31 2557.23 -504.76 -9249.47 2547.96 130.14 -416.36 -582.46 -1935.35 -25.18 -149.57 -18.93 355.35 5209.98 575.28 -244.53 -714.37 -268.45 -1407.53 -2712.06 604.54 -329.40 -1082.51 98.05 48.91 130.48 -372.72 -211.31 -201.25 164.53 -391.00 -184.75 -11.25 -102.16 -59.43 -35.32 -34.62 11.57 19.42 4.62 -117.02 -104.97 -31.59 -56.79
17:07:07 03/17/10
-435.79 -803.13 -13.30 102.62 -59.37 40.68 44.94 -42.86 67.27 -55.16 -89.28 87.63 82.11 -92.24 90.08 -127.47 -141.69 212.61 -910.68 7112.47 -2017.56 272.24 851.15 -5357.97 1451.45 -5.58 997.38 -285.78 555.85 -309.88 221.81 -525.78 1333.16 -1099.89 -284.80 -37.76 589.27 90.54 58.45 20.38 303.90 -206.71 667.11 1184.01 -7.69 321.73 291.22 -365.65 903.99 -589.51 260.19 -758.26 -1552.97 -2382.83 1111.15 -785.86 -911.48 1997.95 -997.00 -276.83 852.77 -453.68 -674.26 711.18 -611.79 280.28 754.02 49.14 -714.71 -113.62 363.78 -7.09 -264.47 268.32 -200.50 391.02 175.12 -364.45 190.99 -158.59 -341.52 172.44 312.12 26.81 217.96 82.15 152.77 -6.73 103.09 39.98 18.49 66.72 0.59 -20.41 -2.56 25.90 -429.48 58.72 -260.22 -5.06 -181.51 50.23 -127.08 -38.70
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.01 -0.00 -0.00 -0.00 -0.00 18.02 18.02 18.02 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 72.24 293.74 72.24 72.24 72.24 72.25 -16.40 -16.41 16.61 -0.02 -0.01 293.73 18.01 18.01 18.01 18.01 18.02 72.24 72.24 72.24 72.24 72.24 72.24 72.25 72.25 -16.40 -16.40 -16.40 -16.40 -16.40 16.61
-25.34 -13.22 -2.65 0.36 0.68 -7042.89 -3117.25 1259.80 435.23 128.20 -288.60 -1846.58 424.63 424.63 5.15 -58.00 34.95 11.27 -41.19 98.98 198.46 11639.85 4.75 -5382.71 -4412.95 -2113.36 -1120.18 163.66 110.09 110.48 -115.79 0.12 4.76 -1764.88 405.17 -533.07 -948.58 1373.72 -3217.98 12.57 4165.79 -502.22 -539.63 1903.71 160.39 -486.00 -283.45 269.98 -230.13 27.20 -223.73 -99.16
34.63 -19.19 -30.22 -80.32 7.96 18.93 -7.60 -25.41 -37.55 -11.69 -11.56 -0.69 30.75 -6.02 34.60 -19.42 0.74 -9.74 2.00 -52.58 -4.61 0.00 0.01 1.22 -8.31 573.69 3117.25 35.00 -2288.14 354.79 -35.00 -1373.72 1100.79 -2200.14 522.14 233.60 948.58 538.30 1101.05 384.86 721.14 533.07 731.69 393.32 590.14 249.68 -405.17 -494.10 -85.05 -75.06 -585.99 1846.58 3213.92 384.79 649.04 -3213.92 -2833.85 -5228.34 -838.85 -1513.05 -727.61 1764.88 -3264.74 442.13 -806.17 727.61 -5.15 -131.97 72.25 102.59 131.97 58.00 223.17 7.62 42.83 -223.17 -34.95 3.89 -18.51 -43.66 -3.89 -11.27 -325.53 4.68 -65.13 325.53 41.19 406.97 6.92 96.58 -406.97 -98.98 -140.41 -25.87 -101.01 140.41 -198.46 -720.98 -20.85 -121.68 720.98 413.67 1104.37 70.94 211.54 -8152.67 4412.95 -3508.12 9670.36 -7024.58 393.14 2255.06 -1054.00 2135.49 -624.50 4577.44 -11639.85 8152.67 -10223.76 7645.72 3508.13 3217.98 -4031.38 -719.86 -315.22 1285.21 502.22 -1095.61 -970.57 114.21 597.84 -160.39 -489.55 -771.43 65.23 39.72 230.13 -412.25 277.18 -262.21 50.56 -820.97 -2368.17 -500.37 -1631.31 205.90 99.15 70.08 208.35 274.28 263.54 43.17 -53.65 -130.97 378.55 35.67 -0.01 -15.28 0.19 36.78 -393.14 -784.09 740.57 -368.23 164.16 3264.74 -2833.85 5228.34 -643.40 1188.26 494.10 288.60 585.99 204.99 319.13 -731.69 -128.20 -249.68 -241.29 -358.09 -538.30 -435.23 -721.14 -656.24 -597.26 -1100.79 -1259.80 -233.60 65.81 -770.85 4031.39 -12.57 449.56 -1946.11 2699.37 -449.56 -4165.79 1540.67 -2501.94 657.30 -1540.67 2113.36 -1285.21 3782.62 -1702.33 1095.62 539.63 -186.67 22.54 547.56 186.68 -1903.71 235.16 -1471.89 254.12 -235.15 1120.18 -597.84 1821.62 -501.80 489.56 486.00 -60.72 389.39 258.33 60.73 -1115.46 -6.59 -964.74 32.61 151.48 -110.09 -50.56 -277.00 71.04 357.31 283.45 -151.48 389.54 144.88 412.25 -269.98 -357.32 -352.01 38.66 119.51 -163.66 -39.73 -96.05 56.16 67.48 -27.20 -119.52 -176.62 -36.63 -70.08 -88.82 -184.05 -186.82 -252.57
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
536 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D536P 16.62 88.82 184.06 D537P -0.02 29.44 143.61 D538P -0.02 -7.45 103.39 D539P -0.02 1.78 -18.63 D540P -0.01 -0.51 49.83 D541P -0.01 -0.09 15.99 D542P -0.01 -0.08 -91.60 D543P -0.00 -0.04 -7.04 D544P -0.02 -43.17 53.66 D545P -0.02 11.00 93.43 D546P -0.02 -2.84 88.39 D547P -0.01 0.63 71.02 D548P -0.01 -0.19 29.63 D549P -0.01 0.01 15.29 D550P -0.01 -0.09 28.11 D551P -0.00 -0.06 26.28 D552P -0.00 -0.02 -0.67 D670P -6.83 -7048.82 -529.35 D671P -6.83 -3160.13 130.41 D672P -6.83 1243.62 -240.12 D673P -6.83 533.79 -818.43 D674P -6.83 -192.55 116.12 D675P -6.83 1569.87 -1367.81 D676P -6.83 -2661.12 4092.73 D677P -6.83 398.03 692.32 D678P -6.83 398.03 -692.32 D679P -6.83 88.41 -238.17 D680P -6.83 -132.49 328.75 D681P -6.83 45.60 -6.12 D682P -6.83 36.91 -402.21 D683P -6.83 -53.83 445.25 D684P -6.83 93.98 -129.19 D685P -6.83 140.93 -666.34 D686P -56.91 -11635.96 -8129.76 D687P -138.53 -149.19 -776.79 D688P -56.91 5356.44 4612.10 D689P -56.91 4418.58 3521.86 D690P -56.91 2116.91 1296.35 D691P -56.91 1106.28 612.48 D692P -1.06 205.06 -96.39 D693P -1.06 945.38 454.00 D694P 0.93 174.41 12.44 D695P 0.01 179.23 171.11 D696P 0.00 33.24 30.25 D697P -138.53 -149.19 776.79 D698P -6.83 -1702.06 -3185.77 D699P -6.83 -459.42 286.38 D700P -6.83 -396.13 748.49 D701P -6.83 -882.87 343.28 D702P -6.83 1286.86 1256.97 D703P -56.91 3225.36 4054.99 D704P -56.91 -6.04 -441.03
268.22 -11.00 2.84 -0.63 0.19 0.09 0.06 0.02 -29.44 7.45 -1.78 0.51 -0.12 0.09 0.08 0.04 -0.00 3160.13 -1286.87 882.87 396.13 459.41 2661.12 -2867.51 1702.06 -88.40 132.49 -45.60 -36.91 53.83 -93.98 -140.93 355.17 -4418.59 2801.47 11635.96 -3225.36 -503.66 201.55 236.48 1637.19 136.81 172.30 26.42 -1038.49 -2867.51 -1569.87 192.55 -533.79 -1243.62 6.04 4160.12
-103.14 -93.42 -88.39 -71.02 -29.63 -28.11 -26.28 0.68 -143.60 -103.39 18.64 -49.82 -35.67 -15.98 91.61 7.04 0.01 -130.41 -1256.97 -343.28 -748.49 -286.38 -4092.73 5235.07 3185.77 238.17 -328.75 6.12 402.21 -445.25 129.19 666.34 -1047.36 -3521.86 465.99 8129.76 -4054.99 -1107.26 -515.85 -485.71 -2324.70 23.02 -138.20 -18.97 -268.53 -5235.07 1367.81 -116.12 818.43 240.12 441.04 1535.85
17:07:07 03/17/10
354.85 33.27 -8.32 2.06 -0.56 -0.00 -0.04 -0.03 -130.97 33.27 -8.32 2.06 -0.56 0.19 -0.00 -0.04 -0.03 -2266.60 -2178.60 1060.22 377.74 81.95 1044.96 -990.86 424.07 53.33 26.64 -35.46 1.72 11.96 -27.27 -9.84 57.49 -9671.42 2506.36 10205.65 718.81 971.84 787.85 310.79 1817.79 309.31 634.03 107.60 -561.17 -639.32 -599.59 -74.29 -671.82 24.98 1946.63 2502.46
80.42 90.52 27.06 -161.69 36.44 -21.86 -212.60 -11.47 -162.22 -17.97 193.04 38.24 -10.88 -1.25 215.93 60.11 -1.20 -384.56 -551.90 -290.87 -636.48 -52.29 -1348.63 1671.76 783.10 -78.22 -68.37 66.67 78.32 -111.74 106.00 112.58 -198.60 -7019.05 -293.71 7652.77 -321.16 113.91 58.21 -409.72 -1316.73 35.24 59.36 20.33 240.15 -1178.15 488.77 230.75 550.92 864.83 2708.45 659.52
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-56.91 -56.91 -56.91 -56.91 -56.91 -56.91 -1.06 -1.06 -1.06 -1.06 -1.06 0.93 0.93 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00
-4160.12 -1535.84 503.66 1107.26 547.03 190.20 -1890.36 -237.02 -201.55 515.85 551.07 85.43 -418.36 83.48 284.63 304.55 -236.48 485.70 -187.91 395.14 114.54 -132.12 -136.81 -23.02 91.40 -190.16 121.11 122.94 91.62 103.61 66.46 31.94 47.63 56.64 19.91 25.49 8.34 -30.74 2.20 9.69 -172.30 138.21 -103.91 104.44 -78.55 58.92 -55.59 35.42 -40.24 34.56 -26.42 18.98 -13.80 -11.53 -3.78 -19.44 -1.19 -4.64
-2116.91 -1296.34 -547.03 -190.19 1890.36 237.03 -1106.28 -612.47 -551.07 -85.43 944.16 524.49 -945.38 -454.01 418.36 -83.48 -284.63 -304.56 -205.06 96.39 187.91 -395.14 -91.40 190.16 247.73 -5.67 103.91 -104.44 78.55 -58.92 55.59 -35.42 40.24 -34.56 13.80 11.54 3.78 19.45 1.19 4.65 -121.11 -122.94 -91.62 -103.61 -66.46 -31.93 -47.63 -56.63 -33.24 -30.24 -19.91 -25.48 -8.34 30.75 -2.20 -9.68 -0.00 0.01
17:07:07 03/17/10
-3781.35 -1706.14 -26.13 552.45 1468.30 257.36 -1805.20 -511.75 -453.39 259.29 900.74 367.43 -959.90 -260.81 494.81 155.60 -366.79 127.50 -276.60 345.97 212.88 -371.12 -226.82 166.11 337.04 -194.63 405.85 33.38 306.93 80.61 220.12 -6.28 158.48 39.82 60.80 66.78 21.87 -20.37 6.11 25.85 -529.20 27.54 -352.66 1.50 -261.54 48.69 -186.16 -38.25 -132.53 7.80 -83.56 -11.74 -39.94 34.66 -10.80 -52.53 -2.14 -8.36
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D197Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D108Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D196Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D106Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D204Z139P D129Z139P D105Z139P D279Z139P D195Z138P D104Z138P D303Z138P D270Z138P D203Z138P D128Z138P D103Z138P D278Z138P D194Z137P D102Z137P D302Z137P D269Z137P D202Z136P D127Z136P D101Z136P D277Z136P D193Z136P D100Z136P D301Z136P D268Z136P D201Z135P D126Z135P D99Z135P D276Z135P D192Z135P D98Z135P D300Z135P D267Z135P D200Z134P D125Z134P D97Z134P D275Z134P D191Z134P D96Z134P D299Z134P D266Z134P D199Z133P D124Z133P D95Z133P D274Z133P D190Z133P D94Z133P D298Z133P D265Z133P D198Z132P D123Z132P D93Z132P D273Z132P
138.65 138.65 138.65 138.65 138.10 138.10 138.09 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.98 136.98 136.43 136.43 136.43 136.43 135.88 135.88 135.88 135.88 135.33 135.33 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.22 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.10 133.10 132.55 132.55 132.55 132.55 132.00 132.00 131.99 131.99
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2
4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D189Z131P D92Z131P D297Z131P D264Z131P D185Z131P D85Z131P D84Z131P D260Z131P D88Z130P D187Z130P D87Z130P D262Z130P D86Z129P D186Z129P D261Z129P D89Z129P D82Z128P D184Z128P D259Z128P D83Z128P D81Z126P D183Z126P D258Z126P D80Z126P D79Z125P D182Z125P D257Z125P D78Z125P D77Z124P D181Z124P D256Z124P D76Z124P D75Z122P D180Z122P D255Z122P D74Z122P D73Z121P D179Z121P D254Z121P D72Z121P D71Z119P D178Z119P D253Z119P D70Z119P D68Z118P D177Z118P D252Z118P D67Z118P D66Z117P D176Z117P D251Z117P D69Z117P
131.44 131.44 131.44 131.44 130.89 130.89 130.89 130.89 129.90 129.90 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.64 123.64 122.23 122.23 122.22 122.22 120.81 120.81 120.80 120.80 119.39 119.39 119.38 119.38 117.97 117.97 117.96 117.96 116.95 116.95 116.94 116.94
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.1 3.1 3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.6 1.5
3.1 3.1 3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.6 1.5
Helman O. Mozo
Page
Job
540 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D175Z115P D65Z115P D58Z115P D250Z115P D163Z113P D41Z113P D40Z113P D238Z113P D171Z112P D57Z112P D64Z112P D246Z112P D164Z110P D43Z110P D42Z110P D239Z110P D174Z108P D63Z108P D56Z108P D249Z108P D165Z107P D45Z107P D44Z107P D240Z107P D170Z105P D55Z105P D62Z105P D245Z105P D166Z103P D47Z103P D46Z103P D241Z103P D173Z102P D61Z102P D54Z102P D248Z102P D167Z100P D49Z100P D48Z100P D242Z100P D169Z98P D53Z98P D60Z98P D244Z98P D168Z97P D51Z97P D50Z97P D243Z97P D172Z95P D59Z95P D52Z95P D247Z95P
114.92 114.92 114.91 114.91 113.26 113.26 113.25 113.25 111.60 111.60 111.59 111.59 109.94 109.94 109.93 109.93 108.28 108.28 108.27 108.27 106.62 106.62 106.61 106.61 104.96 104.96 104.95 104.95 103.30 103.30 103.29 103.29 101.64 101.64 101.63 101.63 99.98 99.98 99.98 99.98 98.32 98.32 98.32 98.32 96.66 96.66 96.66 96.66 95.00 95.00 95.00 95.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
Helman O. Mozo
Page
Job
541 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D138Z93P D1Z93P D27Z93P D213Z93P D206Z92P D131Z92P D109Z92P D281Z92P D150Z90P D25Z90P D26Z90P D225Z90P D207Z88P D132Z88P D111Z88P D282Z88P D149Z86P D24Z86P D23Z86P D224Z86P D208Z84P D133Z84P D113Z84P D283Z84P D293Z50P D148Z81P D21Z81P D22Z81P D223Z81P D209Z79P D115Z79P D134Z79P D284Z79P D20Z75P D222Z75P D147Z75P D19Z75P D117Z72P D285Z72P D210Z72P D135Z72P D17Z68P D220Z68P D145Z68P D16Z68P D296Z45P D292Z45P D218Z45P D38Z45P D119Z62P D286Z62P D211Z62P
93.33 93.33 93.33 93.33 91.63 91.63 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 83.35 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 75.35 75.35 75.35 75.35 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 66.42 66.42 66.41 66.41 62.40 62.40 62.40
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 324.89 324.89 324.88 324.88 0.02 0.02 0.02
4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 11612.8 11612.8 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 7687.5 7687.5 4.23 7687.4 7687.4 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5
NG
NG NG NG NG
Helman O. Mozo
Page
Job
542 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D136Z62P D291Z31P D15Z55P D221Z55P D146Z55P D18Z55P D28Z50P D237Z50P D162Z50P D39Z50P D289Z13P D290Z26P D295Z26P D216Z26P D32Z26P D12Z45P D235Z45P D160Z45P D37Z45P D219Z50P D14Z50P D234Z36P D11Z36P D36Z36P D159Z36P D233Z31P D10Z31P D35Z31P D158Z31P D288Z9P D294Z9P D30Z9P D214Z9P D231Z26P D8Z26P D33Z26P D156Z26P D13Z45P D236Z45P D161Z45P D143Z45P D217Z31P D7Z31P D229Z19P D31Z19P D5Z19P D154Z19P D232Z13P D9Z13P D34Z13P D157Z13P D227Z9P
62.40 62.02 55.28 55.28 55.28 55.28 50.35 50.35 50.35 50.35 47.28 47.04 47.04 47.04 47.04 44.57 44.57 44.57 44.57 39.66 39.66 36.32 36.32 36.32 36.32 31.32 31.32 31.32 31.32 30.84 30.84 30.84 30.84 26.28 26.28 26.28 26.28 22.73 22.73 22.73 22.73 20.52 20.52 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.02 456.73 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 504.88 308.71 308.71 308.70 308.70 0.01 0.01 0.01 0.01 159.00 159.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 330.92 330.92 330.91 330.91 0.01 0.01 0.01 0.01 324.88 324.88 324.89 324.89 160.69 160.69 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00
4.23 0.5 0.5 4.23 10807.3 10807.3 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 11946.8 11946.8 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 3762.4 3762.4 4.23 3762.4 3762.4 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7687.5 7687.5 4.23 7687.5 7687.5 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 3802.2 3802.2 4.23 3802.2 3802.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1
NG
NG NG NG NG NG
NG NG
NG NG NG NG
NG NG NG NG NG NG
Helman O. Mozo
Page
Job
543 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D121Z9P D152Z9P D6Z26P D230Z26P D141Z26P D155Z26P D4Z13P D215Z13P D144Z50P D226Z9P D3Z9P D139Z9P D151Z9P D142Z31P D140Z13P
8.59 8.59 8.59 5.53 5.53 5.53 5.53 2.79 2.79 -4.02 -13.66 -13.66 -13.66 -13.66 -20.99 -41.71
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.01 0.01 308.70 308.70 308.71 308.71 156.95 156.95 808.77 330.92 330.92 330.92 330.92 778.10 818.79
4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 7304.9 7304.9 4.23 7304.8 7304.8 4.23 3713.8 3713.8 4.23 3713.8 3713.8 4.23 19137.6 19137.6 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 18411.8 18411.8 4.23 19374.5 19374.5
*** Analysis Results for Load Case No. 21 "VIENTO1"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004426 6.776e-006 -0.004719 0.1628 0.1907 0.0720 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01017 -587.7 39.51 0.0000 0.0000 0.0000 -3.512 -594.7 48.1 D4Z13P 0.009684 157 -10.55 0.0000 0.0000 0.0000 0.009684 150.2 2.788 D5Z19P 0.01077 -6.961e-005 -0.0009636 -0.0021 0.0209 0.0056 -6.33 -6.34 18.73 D6Z26P 0.01632 -548.3 36.86 0.0000 0.0000 0.0000 -2.517 -554.1 63.14 D7Z31P 0.01585 160.7 -10.8 0.0000 0.0000 0.0000 0.01585 155.2 20.52 D8Z26P 0.01646 0.0007038 -0.001714 -0.0012 0.0249 0.0081 -5.816 -5.832 26.28 D9Z13P 0.01131 0.0001543 -0.001009 0.0042 -0.0118 0.0054 -6.692 -6.703 13.34 D10Z31P 0.01623 0.0004135 -0.001868 0.0058 -0.0146 0.0121 -5.478 -5.494 31.32 D11Z36P 0.01589 0.0002879 -0.001953 -0.0038 0.0192 0.0123 -5.142 -5.158 36.32 D12Z45P 0.0215 0.001431 -0.002779 -0.0002 0.0273 0.0145 -4.582 -4.602 44.57 D13Z45P 0.02148 -577 38.79 0.0000 0.0000 0.0000 -2.362 -581.6 83.36 D14Z50P 0.02006 159 -10.69 0.0000 0.0000 0.0000 0.02006 154.8 39.66 D15Z55P 0.01897 0.0005611 -0.002958 -0.0018 0.1296 0.0117 -3.864 -3.883 55.28 D16Z68P 0.01461 -0.0005526 -0.001073 -0.0012 -0.2245 0.0688 3.046 -3.032 67.95 D17Z68P 0.01438 0.0004066 -0.003006 -0.0237 -0.1496 0.0366 -3.017 -3.031 67.95 D18Z55P 0.01929 -0.000737 -0.0008621 -0.0025 0.1257 0.0351 3.902 -3.884 55.28 D19Z75P 0.00728 -0.001068 -0.001601 -0.0032 -0.0021 0.0596 2.541 -2.535 75.35 D20Z75P 0.008449 0.0009867 -0.00259 0.0261 -0.0926 0.0321 -2.525 -2.533 75.35 D21Z81P 0.003564 -0.0007119 -0.002211 -0.0138 -0.0485 0.0667 2.136 -2.133 81.32 D22Z81P 0.003011 0.0008074 -0.001839 0.0029 -0.0167 0.0308 -2.129 -2.132 81.32
NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
544 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D23Z86P 0.0009311 0.0003611 -0.001111 -0.0072 -0.0223 D24Z86P 0.0005914 -0.0006102 -0.002946 0.0126 -0.0090 D25Z90P -0.0002797 -0.0007832 -0.003689 -0.0590 -0.0415 D26Z90P -0.0001126 0.0011 -0.0003207 0.0259 -0.0285 D27Z93P 0.0002672 -0.0001555 0.0008324 -0.0409 0.0722 D28Z50P 0.02012 0.0008307 -0.002895 0.0089 -0.0592 D29Z0P 0 0 0 0.0000 0.0000 D30Z9P 0.009334 587.7 -39.51 0.0000 0.0000 D31Z19P 0.01114 -0.0005304 -0.0008173 -0.0011 0.0159 D32Z26P 0.01517 548.3 -36.86 0.0000 0.0000 D33Z26P 0.01519 -7.906e-005 -0.0008639 -0.0022 0.0242 D34Z13P 0.01107 -3.044e-005 -0.0003648 0.0077 -0.0003 D35Z31P 0.0159 -0.0003106 -0.0009823 0.0017 0.0001 D36Z36P 0.01619 -0.0005325 -0.001117 0.0002 0.0188 D37Z45P 0.02082 -0.0007897 -0.000781 -0.0014 0.0273 D38Z45P 0.0208 577 -38.79 0.0000 0.0000 D39Z50P 0.02009 -0.0007867 -0.0008121 -0.0036 -0.0485 D40Z113P 0.09408 -0.0001183 0.00518 -0.0062 0.3487 D41Z113P 0.09407 0.0001655 -0.009895 0.0125 0.3504 D42Z110P 0.0743 -0.0001091 0.004755 0.0082 0.3329 D43Z110P 0.07432 0.0001984 -0.009357 -0.0228 0.3261 D44Z107P 0.05589 -0.0001405 0.004225 -0.0069 0.2997 D45Z107P 0.05589 0.0002132 -0.008707 0.0321 0.3126 D46Z103P 0.03889 -0.0001237 0.003583 0.0151 0.2925 D47Z103P 0.03892 0.0001633 -0.007916 -0.0609 0.2657 D48Z100P 0.02371 -6.896e-005 0.002811 -0.0177 0.2180 D49Z100P 0.02366 0.0001369 -0.006997 0.0949 0.2713 D50Z97P 0.01066 5.754e-006 0.001905 0.0385 0.2579 D51Z97P 0.01081 -7.611e-005 -0.005896 -0.1775 0.1469 D52Z95P 0.003656 0.001278 0.001421 -0.0034 0.1860 D53Z98P 0.01621 0.002043 -0.00652 0.0148 0.2278 D54Z102P 0.03065 0.0005409 0.003233 0.0020 0.2653 D55Z105P 0.04704 0.0006975 -0.008356 0.0058 0.2947 D56Z108P 0.0648 0.0002436 0.004518 -0.0011 0.3183 D57Z112P 0.084 0.0002858 -0.009657 0.0034 0.3421 D58Z115P 0.1041 0.0001696 0.005369 0.0013 0.3438 D59Z95P 0.00659 -0.004668 -0.005271 0.0051 0.1833 D60Z98P 0.01756 -0.0001574 0.00239 -0.0032 0.2191 D61Z102P 0.03142 -0.001703 -0.007474 -0.0090 0.2609 D62Z105P 0.04733 -5.134e-005 0.003933 -0.0016 0.2920 D63Z108P 0.06504 -0.0005864 -0.009056 -0.0019 0.3174 D64Z112P 0.08404 -6.088e-005 0.004992 -0.0002 0.3416 D65Z115P 0.1042 -0.0001456 -0.01013 -0.0089 0.3508 D66Z117P 0.1157 0.000177 -0.008149 -0.0543 0.3479 D67Z118P 0.1218 -0.000324 0.00221 0.0105 0.3933 D68Z118P 0.1217 0.000509 -0.007149 -0.0305 0.3969 D69Z117P 0.1156 -6.732e-005 0.003286 0.0393 0.3432 D70Z119P 0.1323 9.266e-005 0.002385 -0.0149 0.4405 D71Z119P 0.1323 0.0006005 -0.007378 0.0109 0.4445 D72Z121P 0.1433 6.713e-005 0.002561 0.0023 0.4507 D73Z121P 0.1434 0.0003662 -0.007557 0.0034 0.4486 D74Z122P 0.1546 0.000156 0.00269 -0.0021 0.4579
17:07:07 03/17/10
0.0335 0.0694 0.0697 0.0330 0.0321 0.0218 0.0000 0.0000 0.0137 0.0000 0.0190 0.0111 0.0249 0.0275 0.0333 0.0000 0.0429 0.0675 0.1119 0.0616 0.1053 0.0557 0.0986 0.0498 0.0919 0.0439 0.0853 0.0380 0.0786 0.0351 0.0820 0.0469 0.0953 0.0587 0.1086 0.0704 0.0753 0.0410 0.0886 0.0528 0.1019 0.0645 0.1152 0.1282 0.0760 0.1339 0.0745 0.0761 0.1326 0.0762 0.1313 0.0763
-1.826 1.827 1.576 -1.577 -1.325 -4.194 7.6 3.532 6.352 2.548 5.848 6.714 5.51 5.174 4.624 2.404 4.235 -1.231 1.419 -1.251 1.399 -1.269 1.381 -1.286 1.364 -1.301 1.349 -1.314 1.336 -1.321 1.341 -1.294 1.372 -1.26 1.409 -1.221 1.332 -1.307 1.356 -1.278 1.39 -1.241 1.429 1.017 -0.5682 0.8117 -0.786 -0.5577 0.8223 -0.5467 0.8334 -0.5354
-1.826 85.87 -1.827 85.87 -1.577 89.59 -1.575 89.59 -1.325 93.34 -4.214 50.35 -7.6 0 580.7 -30.92 -6.341 18.73 542.4 -10.58 -5.833 26.28 -6.703 13.34 -5.495 31.32 -5.159 36.32 -4.604 44.57 572.4 5.782 -4.215 50.35 -1.325 113.3 -1.325 113.3 -1.325 109.9 -1.325 109.9 -1.325 106.6 -1.325 106.6 -1.325 103.3 -1.325 103.3 -1.325 99.98 -1.325 99.97 -1.325 96.66 -1.325 96.65 -1.324 95 -1.323 98.31 -1.324 101.6 -1.324 105 -1.325 108.3 -1.325 111.6 -1.325 114.9 -1.33 94.99 -1.325 98.32 -1.327 101.6 -1.325 105 -1.326 108.3 -1.325 111.6 -1.325 114.9 -0.9015 116.9 -0.6903 118 -0.6895 118 -0.9017 117 -0.6899 119.4 -0.6894 119.4 -0.6899 120.8 -0.6896 120.8 -0.6898 122.2
Helman O. Mozo
Page
Job
545 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D75Z122P 0.1546 0.0003742 -0.007735 0.0028 0.4577 0.1299 D76Z124P 0.1661 0.0001211 0.002821 -0.0005 0.4721 0.0764 D77Z124P 0.1661 0.0002111 -0.007867 0.0042 0.4717 0.1286 D78Z125P 0.178 0.0002003 0.002913 -0.0014 0.4796 0.0765 D79Z125P 0.1779 0.0001987 -0.007998 0.0017 0.4798 0.1273 D80Z126P 0.1899 0.0001802 0.003007 -0.0010 0.4839 0.0765 D81Z126P 0.1899 5.14e-005 -0.008093 0.0085 0.4826 0.1260 D82Z128P 0.2019 -0.0001109 -0.008187 0.0016 0.4861 0.1247 D83Z128P 0.202 0.0002688 0.003073 -0.0028 0.4890 0.0766 D84Z131P 0.2276 0.0003314 0.0006669 -0.0001 0.5508 0.0697 D85Z131P 0.2276 -0.0002328 -0.00585 -0.0139 0.5548 0.1307 D86Z129P 0.2102 -0.0001631 -0.007428 -0.0093 0.4977 0.1273 D87Z130P 0.2187 0.0004549 0.001492 0.0115 0.5097 0.0730 D88Z130P 0.2187 -0.000364 -0.006643 -0.0154 0.5108 0.1303 D89Z129P 0.2101 0.0002943 0.002306 0.0045 0.4841 0.0765 D90Z141P 0.337 -0.0002048 0.001285 0.0034 0.6456 0.0697 D91Z141P 0.337 -4.59e-005 -0.006601 -0.0010 0.6458 0.1306 D92Z131P 0.233 -0.000182 -0.005972 0.0010 0.5712 0.1307 D93Z132P 0.2386 0.0003269 0.0008634 0.0051 0.5838 0.0697 D94Z133P 0.2443 -0.0002088 -0.006171 -0.0016 0.5979 0.1307 D95Z133P 0.2502 0.0002576 0.001014 0.0046 0.6107 0.0697 D96Z134P 0.2561 -0.0001745 -0.006323 -0.0010 0.6216 0.1307 D97Z134P 0.2622 0.000192 0.00112 0.0042 0.6260 0.0697 D98Z135P 0.2683 -0.0001561 -0.00643 -0.0011 0.6291 0.1307 D99Z135P 0.2744 0.0001259 0.001196 0.0040 0.6358 0.0697 D100Z136P 0.2806 -0.0001344 -0.006509 -0.0011 0.6413 0.1307 D101Z136P 0.2868 5.973e-005 0.001247 0.0040 0.6453 0.0697 D102Z137P 0.2931 -0.000114 -0.006562 -0.0011 0.6483 0.1307 D103Z138P 0.2993 -6.452e-006 0.001277 0.0039 0.6510 0.0697 D104Z138P 0.3056 -9.368e-005 -0.006592 -0.0010 0.6529 0.1307 D105Z139P 0.3119 -7.249e-005 0.001285 0.0036 0.6492 0.0697 D106Z139P 0.3182 -7.413e-005 -0.006599 -0.0010 0.6451 0.1306 D107Z140P 0.3245 -0.0001386 0.001285 0.0034 0.6456 0.0697 D108Z140P 0.3307 -5.524e-005 -0.006601 -0.0010 0.6458 0.1306 D109Z92P -0.0007032 -0.0001485 0.0003968 0.0341 0.0036 0.0311 D111Z88P 0.0006763 0.001126 -0.000733 -0.0151 -0.0112 0.0340 D113Z84P 0.002393 0.000603 -0.001484 0.0138 -0.0298 0.0318 D115Z79P 0.004793 0.000724 -0.002125 -0.0014 -0.0462 0.0320 D117Z72P 0.01341 0.002536 -0.003056 0.0021 -0.0162 0.0273 D119Z62P 0.0398 0.0007544 -0.004587 0.0117 -0.0939 0.0284 D121Z9P 0.009348 0.0005526 -0.0001308 0.0014 0.0535 0.0033 D122Z9P 0.01019 0.0003047 -0.0008653 -0.0007 0.0534 -0.0004 D123Z132P 0.2386 -0.0002091 -0.006072 0.0022 0.5837 0.1307 D124Z133P 0.2502 -0.0001883 -0.006247 -0.0020 0.6099 0.1307 D125Z134P 0.2622 -0.000166 -0.006378 -0.0009 0.6259 0.1307 D126Z135P 0.2744 -0.000145 -0.00647 -0.0011 0.6364 0.1307 D127Z136P 0.2868 -0.0001243 -0.006535 -0.0011 0.6453 0.1307 D128Z138P 0.2993 -0.0001038 -0.006577 -0.0011 0.6503 0.1307 D129Z139P 0.312 -8.379e-005 -0.006596 -0.0010 0.6491 0.1307 D130Z140P 0.3245 -6.463e-005 -0.0066 -0.0010 0.6463 0.1306 D131Z92P -0.001821 0.001537 -0.004507 -0.0418 -0.0043 0.0700 D132Z88P 0.0004337 -0.00131 -0.003284 0.0045 -0.0031 0.0700
17:07:07 03/17/10
0.8446 -0.5239 0.8561 -0.512 0.8679 -0.5001 0.8799 0.8919 -0.488 -0.1224 0.5776 0.7868 -0.2447 0.682 -0.3665 -0.01304 0.687 0.583 -0.1114 0.5943 -0.09981 0.6061 -0.08781 0.6183 -0.07561 0.6306 -0.06321 0.6431 -0.05066 0.6556 -0.03806 0.6682 -0.02554 0.6807 -1.441 -1.692 -1.965 -2.311 -2.747 -3.365 7.032 -7.012 0.5886 0.6002 0.6122 0.6244 0.6368 0.6493 0.662 0.6745 1.438 1.693
-0.6896 -0.6899 -0.6898 -0.6898 -0.6898 -0.6898 -0.6899 -0.6901 -0.6897 -0.3497 -0.3502 -0.5768 -0.4629 -0.4637 -0.5764 -0.3502 -0.35 -0.3502 -0.3497 -0.3502 -0.3497 -0.3502 -0.3498 -0.3502 -0.3499 -0.3501 -0.3499 -0.3501 -0.35 -0.3501 -0.3501 -0.3501 -0.3501 -0.3501 -1.44 -1.691 -1.967 -2.315 -2.758 -3.404 -7.022 -7.022 -0.3502 -0.3502 -0.3502 -0.3501 -0.3501 -0.3501 -0.3501 -0.3501 -1.438 -1.694
122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87
Helman O. Mozo
Page
Job
546 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
1.969 2.322 2.768 3.445 1.325 1.325 594.7 1007 554.1 941.4 581.6 999.2 3.042 3.898 2.538 2.134 1.826 1.576 594.7 7.032 7.6 6.351 554.1 5.846 6.715 5.508 5.172 4.62 581.6 4.23 1.419 1.4 1.381 1.364 1.349 1.336 1.341 1.372 1.409 1.332 1.357 1.39 1.43 1.018 0.8123 0.8227 0.8336 0.8448 0.8562 0.8679 0.8797 0.8917
-1.968 -2.317 -2.761 -3.405 1.457e-011 1.325 -3.522 2.689e-005 -2.533 -0.0003284 -2.384 -0.0007837 3.03 3.882 2.533 2.132 1.827 1.577 3.522 7.022 7.6 6.341 2.532 5.832 6.703 5.494 5.158 4.603 2.383 4.214 1.325 1.325 1.325 1.325 1.325 1.325 1.323 1.325 1.325 1.33 1.327 1.326 1.326 0.9021 0.6902 0.6906 0.6904 0.6904 0.6902 0.6902 0.6901 0.6901
83.77 78.59 71.98 62.4 93.33 93.33 48.1 81.81 63.14 94.24 83.37 117.2 67.95 55.28 75.35 81.32 85.87 89.59 48.1 8.59 0 18.73 63.14 26.28 13.34 31.32 36.32 44.57 83.37 50.35 113.3 109.9 106.6 103.3 99.97 96.65 98.31 105 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9
Helman O. Mozo
Page
Job
547 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D185Z131P 0.227 D186Z129P 0.2097 D187Z130P 0.2182 D188Z141P 0.3371 D189Z131P 0.2324 D190Z133P 0.2438 D191Z134P 0.2557 D192Z135P 0.2679 D193Z136P 0.2803 D194Z137P 0.2929 D195Z138P 0.3055 D196Z139P 0.3182 D197Z140P 0.3308 D198Z132P 0.2381 D199Z133P 0.2497 D200Z134P 0.2618 D201Z135P 0.2741 D202Z136P 0.2866 D203Z138P 0.2992 D204Z139P 0.3119 D205Z140P 0.3245 D206Z92P -0.00222 D207Z88P 1.023e-005 D208Z84P 0.0006929 D209Z79P 0.00316 D210Z72P 0.004355 D211Z62P 0.03727 D212Z93P 0 D213Z93P 0.0002438 D214Z9P 0.00986 D215Z13P 0.009768 D216Z26P 0.01356 D217Z31P 0.01388 D218Z45P 0.01679 D219Z50P 0.01589 D220Z68P 0.01062 D221Z55P 0.01485 D222Z75P 0.004579 D223Z81P 0.001418 D224Z86P -0.0004705 D225Z90P -0.0005193 D226Z9P 0.0109 D227Z9P 0.01106 D228Z0P 0 D229Z19P 0.01034 D230Z26P 0.0145 D231Z26P 0.01461 D232Z13P 0.01177 D233Z31P 0.01416 D234Z36P 0.01364 D235Z45P 0.01741 D236Z45P 0.01738
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17:07:07 03/17/10
0.3497 130.9 0.5766 128.9 0.4633 129.9 0.35 140.9 0.3499 131.4 0.3499 132.5 0.3499 133.7 0.3499 134.8 0.3499 135.9 0.3499 137 0.3499 138.1 0.3499 139.2 0.3499 140.3 0.3498 132 0.3498 133.1 0.3498 134.2 0.3499 135.3 0.3499 136.4 0.3499 137.5 0.3499 138.6 0.3499 139.8 1.438 91.62 1.693 87.87 1.967 83.77 2.316 78.59 2.76 71.98 3.404 62.4 1.325 93.33 1.325 93.34 -580.7 -30.92 -150.2 2.788 -542.4 -10.58 -155.2 20.52 -572.4 5.782 -154.8 39.66 3.032 67.95 3.884 55.28 2.534 75.35 2.133 81.32 1.827 85.87 1.576 89.59 594.7 48.1 7.022 8.589 7.6 0 6.341 18.73 554.1 63.14 5.833 26.28 6.703 13.34 5.495 31.32 5.159 36.32 4.603 44.57 581.6 83.36
Helman O. Mozo
Page
Job
548 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D237Z50P 0.01594 0.0007691 -0.002684 -0.0105 -0.0580 -0.0343 D238Z113P 0.09446 -0.0001868 0.005177 0.0061 0.3473 -0.0969 D239Z110P 0.0747 -0.0001862 0.004756 -0.0087 0.3328 -0.0900 D240Z107P 0.05629 -0.0001774 0.004235 0.0069 0.3000 -0.0831 D241Z103P 0.03926 -0.0001769 0.003606 -0.0146 0.2934 -0.0761 D242Z100P 0.024 -0.0001809 0.002851 0.0189 0.2194 -0.0692 D243Z97P 0.01083 -0.0001523 0.001966 -0.0363 0.2608 -0.0623 D244Z98P 0.0178 -4.831e-005 0.00244 0.0050 0.2212 -0.0658 D245Z105P 0.04772 -0.0002614 0.003949 0.0019 0.2926 -0.0796 D246Z112P 0.08443 -0.00023 0.00499 0.0006 0.3414 -0.0934 D247Z95P 0.003738 -0.001357 0.001494 0.0058 0.1894 -0.0589 D248Z102P 0.03098 -0.0008214 0.003264 -0.0012 0.2665 -0.0727 D249Z108P 0.0652 -0.0005557 0.004523 0.0007 0.3184 -0.0865 D250Z115P 0.1045 -0.0004204 0.005364 -0.0057 0.3487 -0.1003 D251Z117P 0.1161 -0.0002984 0.003231 -0.0427 0.3525 -0.1124 D252Z118P 0.1223 -6.194e-005 0.002164 -0.0260 0.3935 -0.1177 D253Z119P 0.1327 0.0001031 0.002363 0.0043 0.4377 -0.1167 D254Z121P 0.1437 2.111e-005 0.002514 -0.0015 0.4442 -0.1156 D255Z122P 0.1547 0.0001338 0.002667 -0.0019 0.4529 -0.1146 D256Z124P 0.1662 0.0001009 0.002778 -0.0006 0.4671 -0.1136 D257Z125P 0.1779 0.0001899 0.002889 -0.0026 0.4752 -0.1126 D258Z126P 0.1897 0.0001653 0.002968 0.0033 0.4782 -0.1116 D259Z128P 0.2016 0.0001281 0.003048 -0.0033 0.4806 -0.1106 D260Z131P 0.2269 0.0003697 0.0007069 -0.0133 0.5549 -0.1190 D261Z129P 0.2097 0.0001981 0.002287 -0.0154 0.4889 -0.1142 D262Z130P 0.2181 0.0001408 0.001505 -0.0221 0.5018 -0.1180 D263Z141P 0.3371 -0.0002044 0.001327 0.0034 0.6503 -0.1189 D264Z131P 0.2324 0.0003911 0.0008157 0.0058 0.5752 -0.1189 D265Z133P 0.2438 0.0002669 0.0009883 0.0026 0.6023 -0.1189 D266Z134P 0.2557 0.0002196 0.001116 0.0034 0.6260 -0.1189 D267Z135P 0.2679 0.0001523 0.001204 0.0033 0.6334 -0.1189 D268Z136P 0.2803 8.923e-005 0.001267 0.0033 0.6456 -0.1189 D269Z137P 0.2929 2.461e-005 0.001308 0.0033 0.6527 -0.1189 D270Z138P 0.3055 -3.995e-005 0.001326 0.0034 0.6573 -0.1189 D271Z139P 0.3182 -0.0001053 0.001327 0.0034 0.6495 -0.1189 D272Z140P 0.3308 -0.0001713 0.001327 0.0034 0.6501 -0.1189 D273Z132P 0.2381 0.0003118 0.0009017 0.0075 0.5880 -0.1189 D274Z133P 0.2497 0.0002475 0.001052 0.0022 0.6144 -0.1189 D275Z134P 0.2618 0.000185 0.001159 0.0035 0.6305 -0.1189 D276Z135P 0.2741 0.0001211 0.001236 0.0032 0.6408 -0.1189 D277Z136P 0.2866 5.686e-005 0.001287 0.0033 0.6497 -0.1189 D278Z138P 0.2992 -7.601e-006 0.001317 0.0033 0.6547 -0.1189 D279Z139P 0.3119 -7.25e-005 0.001326 0.0034 0.6537 -0.1189 D280Z140P 0.3245 -0.0001382 0.001327 0.0034 0.6507 -0.1189 D281Z92P -0.0008233 0.0002495 0.0005069 -0.0319 0.0099 -0.0538 D282Z88P -0.0001858 -0.0007732 -0.0005371 0.0180 0.0070 -0.0550 D283Z84P 0.0007108 0.0001598 -0.001202 -0.0094 -0.0254 -0.0528 D284Z79P 0.003383 -9.079e-006 -0.001891 -0.0017 -0.0372 -0.0509 D285Z72P 0.004474 0.0004427 -0.002221 0.0042 -0.0017 -0.0448 D286Z62P 0.0373 0.0005074 -0.004403 -0.0071 -0.0739 -0.0430 D287Z93P 0 0 0 0.0000 0.0000 0.0000 D288Z9P 587.7 -0.0005183 -39.51 0.0000 0.0000 0.0000
17:07:07 03/17/10
-4.199 -1.231 -1.25 -1.269 -1.286 -1.301 -1.314 -1.307 -1.277 -1.241 -1.321 -1.294 -1.26 -1.22 -0.7855 -0.5677 -0.5573 -0.5463 -0.5353 -0.5238 -0.5121 -0.5003 -0.4884 -0.1231 -0.3669 -0.2452 -0.01293 -0.1176 -0.1062 -0.0943 -0.0821 -0.0697 -0.05713 -0.04446 -0.03181 -0.01922 -0.1119 -0.1003 -0.0882 -0.07593 -0.06343 -0.0508 -0.0381 -0.02551 -1.441 -1.692 -1.967 -2.312 -2.756 -3.367 -1.325 580.7
4.215 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.98 1.325 96.66 1.325 98.32 1.325 105 1.325 111.6 1.324 95 1.324 101.6 1.324 108.3 1.325 114.9 0.9014 117 0.6899 118 0.6901 119.4 0.69 120.8 0.6901 122.2 0.6901 123.7 0.6902 125.1 0.6902 126.5 0.6901 127.9 0.3504 130.9 0.5769 128.9 0.4635 129.9 0.3498 140.9 0.3504 131.4 0.3503 132.6 0.3502 133.7 0.3502 134.8 0.3501 135.9 0.35 137 0.35 138.1 0.3499 139.2 0.3498 140.3 0.3503 132 0.3502 133.1 0.3502 134.2 0.3501 135.3 0.3501 136.4 0.35 137.5 0.3499 138.7 0.3499 139.8 1.44 91.63 1.692 87.87 1.968 83.77 2.316 78.59 2.761 71.98 3.405 62.4 1.457e-011 93.33 3.522 -30.92
Helman O. Mozo
Page
Job
549 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1000 -2.926e-005 548.3 -0.0001662 1000 0.0003631 577 6.404e-005 1000 0.0007998 587.7 0.0002961 548.3 0.0006947 577 0.001431 0.233 0.0004037 0.2443 0.0003301 0.2562 0.0002519 0.2683 0.0001783 0.2806 0.000106 0.2931 3.403e-005 0.3056 -3.764e-005 0.3182 -0.0001055 0.3307 -0.0001719
-89.58 0.0000 -36.86 0.0000 -84.53 0.0000 -38.79 0.0000 -88.28 0.0000 -39.51 0.0000 -36.86 0.0000 -38.79 0.0000 0.0007652 -0.0009 0.0009383 0.0030 0.001067 0.0029 0.001158 0.0031 0.001221 0.0031 0.001262 0.0032 0.001281 0.0032 0.001285 0.0034 0.001285 0.0034
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5680 0.5980 0.6205 0.6302 0.6413 0.6483 0.6518 0.6462 0.6459
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0697 0.0697 0.0697 0.0697 0.0697 0.0697 0.0697 0.0697 0.0697
993.3 -2.926e-005 -76.24 542.4 2.533 -10.58 994.5 0.0003631 -53.21 572.4 2.383 5.78 995.8 0.0007998 -37.92 580.7 -3.522 -30.92 542.4 -2.532 -10.58 572.4 -2.382 5.78 -0.117 -0.3496 131.4 -0.1057 -0.3497 132.6 -0.09385 -0.3497 133.7 -0.08174 -0.3498 134.8 -0.06943 -0.3499 135.9 -0.05695 -0.35 137 -0.04435 -0.35 138.1 -0.03179 -0.3501 139.2 -0.01929 -0.3502 140.3
Joint Support Reactions for Load Case "VIENTO1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -101.63 0.0 0.00 0.0 51.54 0.0 0.0 113.95 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -22.36 0.0 -0.36 0.0 -21.28 0.0 0.0 30.87 0.0 -0.64 0.0 -2.3 0.0 0.18 0.0 0.0 D29Z0P -36.95 0.0 14.23 0.0 164.33 0.0 0.0 169.04 0.0 0.85 0.0 -2.1 0.0 0.16 0.0 0.0 D137Z93P -0.36 0.0 -0.50 0.0 105.25 0.0 0.0 105.25 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -35.85 0.0 -13.11 0.0 148.41 0.0 0.0 153.24 0.0 -0.84 0.0 -2.2 0.0 -0.19 0.0 0.0 D212Z93P -98.35 0.0 0.00 0.0 51.44 0.0 0.0 110.99 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -21.67 0.0 -0.82 0.0 -4.43 0.0 0.0 22.13 0.0 0.64 0.0 -2.5 0.0 -0.18 0.0 0.0 D287Z93P -0.36 0.0 0.56 0.0 -26.57 0.0 0.0 26.58 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0.3629 0.0000 -0.7215 101.2627 -0.0000 -50.8185 0.0000 0.0000 0.0000 D1Z93P 0.7833 0.0000 -1.5518 -0.7833 0.0000 1.5518 0.0004 0.0000 -0.0047 D2Z0P 1.1808 0.0000 -2.3451 21.1759 0.3596 23.6278 0.0000 0.0000 0.0000 D3Z9P 1.1808 0.0000 -2.3451 -1.1807 -0.5877 2.3846 0.0102 -587.7155 39.5100 D4Z13P 1.1808 0.0000 -2.3451 -1.1807 0.1570 2.3345 0.0097 156.9508 -10.5523 D5Z19P 6.3522 0.0000 -7.1977 -6.3522 -0.0000 7.1977 0.0108 -0.0001 -0.0010 D6Z26P 1.1015 0.0000 -2.4009 -1.1015 -0.5483 2.4377 0.0163 -548.2642 36.8580 D7Z31P 1.1015 0.0000 -2.4009 -1.1015 0.1607 2.3901 0.0158 160.6866 -10.8043 D8Z26P 5.2296 0.0000 -4.8526 -5.2295 0.0000 4.8526 0.0165 0.0007 -0.0017 D9Z13P 2.2296 0.0000 -3.5931 -2.2296 0.0000 3.5931 0.0113 0.0002 -0.0010 D10Z31P 7.7037 0.0000 -6.4009 -7.7037 0.0000 6.4009 0.0162 0.0004 -0.0019 D11Z36P 3.1707 0.0000 -5.1266 -3.1707 0.0000 5.1266 0.0159 0.0003 -0.0020
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D12Z45P D13Z45P D14Z50P D15Z55P D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P
1.1592 1.1592 1.1592 2.7837 6.1939 6.1939 6.3666 1.5395 5.3625 1.2526 1.2526 0.9791 0.9791 0.8577 0.8577 0.7833 1.1592 1.1808 1.1808 2.2823 1.1015 1.1015 1.1808 1.1015 2.2607 1.1592 1.1592 1.1592 0.4058 0.4058 0.4033 0.4033 0.4177 0.4177 0.4149 0.4149 0.3953 0.3953 0.3629 0.3629 0.3629 0.7582 0.8102 1.9634 0.8209 0.8091 0.7744 0.3629 0.7582 0.8102 1.9634 0.8209
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-2.3757 -2.3757 -2.3757 -5.7010 -5.2755 -5.2755 -6.0810 -2.8964 -3.2764 -2.3461 -2.3461 -1.8579 -1.8579 -1.6682 -1.6682 -1.5518 -2.3757 -2.3451 -2.3451 -4.7459 -2.4009 -2.4009 -2.3451 -2.4009 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.7739 -0.7739 -0.8264 -0.8264 -0.8264 -0.8264 -0.7739 -0.7739 -0.7215 -0.7215 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003
-1.1592 0.0000 2.3757 -1.1592 -0.5770 2.4145 -1.1592 0.1590 2.3650 -2.7837 0.0000 5.7010 -6.1939 -0.0000 5.2755 -6.1939 0.0000 5.2755 -6.3666 -0.0000 6.0810 -1.5395 -0.0000 2.8964 -5.3625 0.0000 3.2764 -1.2526 -0.0000 2.3461 -1.2526 0.0000 2.3461 -0.9791 0.0000 1.8579 -0.9791 -0.0000 1.8579 -0.8577 -0.0000 1.6682 -0.8577 0.0000 1.6682 -0.7833 -0.0000 1.5518 -1.1592 0.0000 2.3757 35.7660 -14.2330 -161.9887 -1.1807 0.5877 2.3055 -2.2822 -0.0000 4.7459 -1.1015 0.5483 2.3640 -1.1015 -0.0000 2.4009 -1.1807 -0.0000 2.3451 -1.1015 -0.0000 2.4009 -2.2607 -0.0000 4.7766 -1.1592 -0.0000 2.3757 -1.1592 0.5770 2.3369 -1.1592 -0.0000 2.3757 -0.4057 -0.0000 0.7739 -0.4057 0.0000 0.7739 -0.4032 -0.0000 0.7739 -0.4032 0.0000 0.7739 -0.4176 -0.0000 0.8264 -0.4176 0.0000 0.8263 -0.4149 -0.0000 0.8264 -0.4149 0.0000 0.8263 -0.3953 -0.0000 0.7739 -0.3953 0.0000 0.7739 -0.3629 0.0000 0.7215 -0.3629 -0.0000 0.7215 -0.3629 0.0000 0.7215 -0.7582 0.0000 1.4954 -0.8102 0.0000 1.6003 -1.9633 0.0000 2.9727 -0.8209 0.0000 1.6003 -0.8090 0.0000 1.5479 -0.7743 0.0000 1.5475 -0.3629 -0.0000 0.7215 -0.7582 -0.0000 1.4954 -0.8102 -0.0000 1.6003 -1.9633 -0.0000 2.9727 -0.8209 -0.0000 1.6003
17:07:07 03/17/10
0.0215 0.0014 -0.0028 0.0215 -576.9951 38.7891 0.0201 159.0030 -10.6917 0.0190 0.0006 -0.0030 0.0146 -0.0006 -0.0011 0.0144 0.0004 -0.0030 0.0193 -0.0007 -0.0009 0.0073 -0.0011 -0.0016 0.0084 0.0010 -0.0026 0.0036 -0.0007 -0.0022 0.0030 0.0008 -0.0018 0.0009 0.0004 -0.0011 0.0006 -0.0006 -0.0029 -0.0003 -0.0008 -0.0037 -0.0001 0.0011 -0.0003 0.0003 -0.0002 0.0008 0.0201 0.0008 -0.0029 0.0000 0.0000 0.0000 0.0093 587.7164 -39.5111 0.0111 -0.0005 -0.0008 0.0152 548.2650 -36.8609 0.0152 -0.0001 -0.0009 0.0111 -0.0000 -0.0004 0.0159 -0.0003 -0.0010 0.0162 -0.0005 -0.0011 0.0208 -0.0008 -0.0008 0.0208 576.9957 -38.7928 0.0201 -0.0008 -0.0008 0.0941 -0.0001 0.0052 0.0941 0.0002 -0.0099 0.0743 -0.0001 0.0048 0.0743 0.0002 -0.0094 0.0559 -0.0001 0.0042 0.0559 0.0002 -0.0087 0.0389 -0.0001 0.0036 0.0389 0.0002 -0.0079 0.0237 -0.0001 0.0028 0.0237 0.0001 -0.0070 0.0107 0.0000 0.0019 0.0108 -0.0001 -0.0059 0.0037 0.0013 0.0014 0.0162 0.0020 -0.0065 0.0306 0.0005 0.0032 0.0470 0.0007 -0.0084 0.0648 0.0002 0.0045 0.0840 0.0003 -0.0097 0.1041 0.0002 0.0054 0.0066 -0.0047 -0.0053 0.0176 -0.0002 0.0024 0.0314 -0.0017 -0.0075 0.0473 -0.0001 0.0039 0.0650 -0.0006 -0.0091
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P
0.8091 0.7744 0.3686 0.5467 0.5467 0.3686 0.3567 0.3567 2.2601 2.2601 0.3585 0.3585 0.3543 0.3543 2.2665 2.2665 0.3509 0.3509 0.3278 0.3278 0.2089 0.2089 0.1521 0.1521 0.1521 0.1521 0.0611 0.0611 0.0568 0.1136 0.0569 0.1138 0.0570 1.9003 0.0571 0.1142 0.0572 0.1144 0.0573 0.1146 0.0573 1.9134 0.0574 0.1185 0.0611 0.4203 2.9028 2.9824 0.7109 4.6150 5.2990 1.1808
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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-0.8090 -0.7743 -0.3685 -0.5466 -0.5466 -0.3685 -0.3566 -0.3566 -2.2599 -2.2599 -0.3583 -0.3583 -0.3541 -0.3541 -2.2663 -2.2663 -0.3507 -0.3507 -0.3276 -0.3276 -0.2086 -0.2086 -0.1519 -0.1519 -0.1519 -0.1519 -0.0608 -0.0608 -0.0565 -0.1134 -0.0566 -0.1136 -0.0567 -1.9000 -0.0568 -0.1139 -0.0569 -0.1141 -0.0570 -0.1143 -0.0570 -1.9130 -0.0571 -0.1182 -0.0608 -0.4203 -2.9028 -2.9824 -0.7109 -4.6150 -5.2989 -1.1807
17:07:07 03/17/10
-0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1.5479 1.5475 0.7735 1.2725 1.2725 0.7735 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7034 0.7035 0.3307 0.3307 0.2342 0.2343 0.2342 0.2343 0.1032 0.1032 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1928 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1996 0.1032 0.8303 1.2179 1.4000 1.3261 1.9502 3.7052 2.3451
0.0840 0.1042 0.1157 0.1218 0.1217 0.1156 0.1323 0.1323 0.1433 0.1434 0.1546 0.1546 0.1661 0.1661 0.1780 0.1779 0.1899 0.1899 0.2019 0.2020 0.2276 0.2276 0.2102 0.2187 0.2187 0.2101 0.3370 0.3370 0.2330 0.2386 0.2443 0.2502 0.2561 0.2622 0.2683 0.2744 0.2806 0.2868 0.2931 0.2993 0.3056 0.3119 0.3182 0.3245 0.3307 -0.0007 0.0007 0.0024 0.0048 0.0134 0.0398 0.0093
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0.0050 -0.0101 -0.0081 0.0022 -0.0071 0.0033 0.0024 -0.0074 0.0026 -0.0076 0.0027 -0.0077 0.0028 -0.0079 0.0029 -0.0080 0.0030 -0.0081 -0.0082 0.0031 0.0007 -0.0058 -0.0074 0.0015 -0.0066 0.0023 0.0013 -0.0066 -0.0060 0.0009 -0.0062 0.0010 -0.0063 0.0011 -0.0064 0.0012 -0.0065 0.0012 -0.0066 0.0013 -0.0066 0.0013 -0.0066 0.0013 -0.0066 0.0004 -0.0007 -0.0015 -0.0021 -0.0031 -0.0046 -0.0001
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P
1.1808 0.1136 0.1138 1.9003 0.1142 0.1144 0.1146 1.9134 0.1185 0.4203 0.4374 0.5417 0.7109 0.8286 5.2990 0.3629 0.7833 1.1808 1.1808 1.1015 1.1015 1.1592 1.1592 6.1939 2.7837 1.5395 1.2526 0.9791 0.8577 1.1808 4.6570 1.1808 2.2823 1.1015 1.1015 1.1808 1.1015 2.2607 1.1592 1.1592 1.1592 0.4058 0.4033 0.4177 0.4149 0.3953 0.3629 0.7582 1.9634 0.8091 0.3629 0.8102
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
553 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
554 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P
1.1808 5.7381 1.1808 5.0934 1.1015 3.9528 2.2296 5.3224 2.2607 1.1592 1.1592 1.1592 0.4058 0.4033 0.4177 0.4149 0.3953 0.3629 0.7582 1.9634 0.8091 0.3629 0.8102 0.8209 0.7744 0.3686 0.5467 0.3567 2.2601 0.3585 0.3543 2.2665 0.3509 0.3278 0.2089 0.1521 0.1521 0.0611 0.0568 0.0569 0.0570 0.0571 0.0572 0.0573 0.0573 0.0574 0.0611 0.1136 0.1138 1.9003 0.1142 0.1144
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17:07:07 03/17/10
0.5877 -0.0000 0.8220 0.0000 0.5483 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.5770 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2.3846 4.7968 6.7713 6.7073 2.4377 4.3623 3.5931 4.8526 4.7766 2.3757 2.4145 2.3757 0.7739 0.7739 0.8264 0.8264 0.7739 0.7215 1.4954 2.9727 1.5479 0.7215 1.6003 1.6003 1.5475 0.7735 1.2725 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7035 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928
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587.7150 -0.0005 0.0000 0.0002 548.2653 -0.0002 -0.0002 0.0003 0.0006 0.0001 576.9979 0.0008 -0.0002 -0.0002 -0.0002 -0.0002 -0.0002 -0.0002 -0.0000 -0.0003 -0.0002 -0.0014 -0.0008 -0.0006 -0.0004 -0.0003 -0.0001 0.0001 0.0000 0.0001 0.0001 0.0002 0.0002 0.0001 0.0004 0.0002 0.0001 -0.0002 0.0004 0.0003 0.0002 0.0002 0.0001 0.0000 -0.0000 -0.0001 -0.0002 0.0003 0.0002 0.0002 0.0001 0.0001
39.5097 -0.0011 0.0000 -0.0012 36.8582 -0.0018 -0.0012 -0.0019 -0.0020 -0.0026 38.7894 -0.0027 0.0052 0.0048 0.0042 0.0036 0.0029 0.0020 0.0024 0.0039 0.0050 0.0015 0.0033 0.0045 0.0054 0.0032 0.0022 0.0024 0.0025 0.0027 0.0028 0.0029 0.0030 0.0030 0.0007 0.0023 0.0015 0.0013 0.0008 0.0010 0.0011 0.0012 0.0013 0.0013 0.0013 0.0013 0.0013 0.0009 0.0011 0.0012 0.0012 0.0013
Helman O. Mozo
Page
Job
555 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.1146 1.9134 0.1185 0.4203 2.9028 2.9824 0.7109 0.8286 5.2990 0.3629 1.1808 1.1808 1.1015 1.1015 1.1592 1.1592 1.1808 1.1015 1.1592 0.0568 0.0569 0.0570 0.0571 0.0572 0.0573 0.0573 0.0574 0.0611
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-0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-0.1143 -1.9130 -0.1182 -0.4203 -2.9028 -2.9824 -0.7109 -0.8286 -5.2989 -0.0000 -0.5930 0.1516 -0.5532 0.1557 -0.5822 0.1538 -0.5930 -0.5532 -0.5822 -0.0565 -0.0566 -0.0567 -0.0568 -0.0569 -0.0570 -0.0570 -0.0571 -0.0608
17:07:07 03/17/10
-0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.5626 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
0.1928 0.2992 1.2248 0.3119 0.1996 0.3245 0.8303 -0.0008 1.2179 -0.0002 1.4000 0.0007 1.3261 0.0034 1.5702 0.0045 3.7052 0.0373 27.2926 0.0000 2.3055 587.7265 2.2555 1000.0000 2.3640 548.2800 2.3163 1000.0000 2.3369 577.0152 2.2874 1000.0000 2.3055 587.7260 2.3640 548.2812 2.3369 577.0180 0.0964 0.2330 0.0964 0.2443 0.0964 0.2562 0.0964 0.2683 0.0964 0.2806 0.0964 0.2931 0.0964 0.3056 0.0964 0.3182 0.1032 0.3307
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 39.74 -10456.79 654.28 4290.17 -59.47 -3594.35 346.69 D128P 39.74 -4290.17 59.48 -2603.14 1254.88 -3377.05 643.91 D129P 39.73 1121.76 -532.13 1053.11 315.06 1084.34 -108.23 D130P 39.73 -327.81 53.60 182.05 458.91 -59.21 208.18 D131P 39.73 561.99 708.91 -225.27 -459.65 103.40 76.55 D132P 39.73 -398.19 -1062.30 2904.00 5255.46 618.88 1035.62 D133P 39.73 -2904.00 -5255.46 -4613.63 -8807.61 -1347.34 -2520.44 D134P 39.73 616.96 -1174.58 2857.28 -5482.23 701.55 -1344.20 D135P 39.72 616.96 1174.58 -234.11 -405.83 65.94 132.40 D136P 39.72 234.11 405.83 287.01 542.82 62.84 114.40 D137P 39.72 -287.01 -542.82 -69.41 -57.38 -70.96 -119.50 D138P 39.72 69.41 57.38 -184.28 -638.94 -22.71 -114.98 D139P 39.72 184.28 638.94 244.76 778.72 56.57 186.93 D140P 39.72 -244.76 -778.72 -158.47 -223.40 -74.41 -184.92 D141P 39.72 158.47 223.40 -471.26 -1342.94 -65.55 -234.63 D142P 39.72 471.26 1342.94 873.92 2075.14 155.90 396.13 D143P 101.49 -16332.62 7702.40 -6481.81 3883.87 -13743.63 6979.68
-0.0000 -0.0001 -0.0001 0.0002 -0.0008 0.0002 -0.0000 0.0004 0.0005 0.0000 -0.0005 -0.0000 -0.0002 0.0004 0.0001 0.0008 0.0003 0.0007 0.0014 0.0004 0.0003 0.0003 0.0002 0.0001 0.0000 -0.0000 -0.0001 -0.0002
0.0013 0.0013 0.0013 0.0005 -0.0005 -0.0012 -0.0019 -0.0022 -0.0044 0.0000 -39.5138 -89.5781 -36.8622 -84.5256 -38.7948 -88.2766 -39.5136 -36.8622 -38.7949 0.0008 0.0009 0.0011 0.0012 0.0012 0.0013 0.0013 0.0013 0.0013
Helman O. Mozo
Page
Job
556 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P
501.64 55.45 722.61 101.49 7851.98 -6936.17 101.49 6481.81 -3883.87 101.50 3240.69 -1559.57 101.51 1761.35 -806.68 -36.24 -270.99 -97.78 -36.25 -132.36 -184.84 22.97 145.44 369.84 -0.04 141.80 -346.19 -0.02 -0.14 -55.07 501.64 55.45 -722.60 39.73 -2857.28 5482.23 39.73 225.27 459.65 39.73 -182.05 -458.91 39.73 -1053.11 -315.06 39.74 2603.14 -1254.88 101.49 3888.25 -4596.47 101.50 435.45 43.90 101.50 -6041.70 1050.18 101.50 359.17 -1477.29 101.50 1057.62 -400.14 101.50 -2889.15 -101.83 101.51 -349.15 -870.01 101.51 838.48 -3.07 -36.25 478.37 -215.44 -36.24 -449.16 -668.14 -36.24 385.66 -691.54 -36.24 -43.48 -182.88 -36.24 363.60 -157.91 22.98 -149.05 -124.71 22.98 113.46 332.85 -0.04 -36.64 -235.22 -0.03 9.25 -169.50 -0.03 -2.15 45.30 -0.02 0.65 -79.27 -0.01 0.13 -21.11 -0.01 0.15 167.19 -0.00 0.07 14.21 -0.04 52.58 -129.25 -0.03 -13.70 -180.74 -0.03 3.55 -171.35 -0.03 -0.75 -135.89 -0.02 0.25 -61.41 -0.02 -0.01 -34.93 -0.01 0.14 -56.74 -0.01 0.11 -48.89 -0.00 0.04 0.03 -13.40 -10096.79 -831.14 -13.40 -4355.86 163.06 -13.39 2016.15 -444.95 -13.39 828.12 -1283.05 -13.39 332.70 -428.17
4409.19 16332.62 -3888.25 -359.17 349.15 -385.66 1776.88 149.05 -52.58 0.01 -1386.80 -4613.63 398.19 -561.99 327.81 -1121.76 -435.45 6041.70 -3240.69 -1057.62 2889.15 -1761.35 -838.48 1991.18 132.36 -478.37 449.16 270.99 43.48 -113.46 345.06 13.70 -3.55 0.75 -0.25 -0.14 -0.11 -0.04 36.64 -9.25 2.15 -0.65 0.14 -0.13 -0.15 -0.07 -0.00 4355.86 -2030.98 1868.19 866.16 -536.40
-1829.10 -7702.40 4596.46 1477.29 870.00 691.55 4458.66 124.71 129.24 34.92 1342.08 8807.61 1062.30 -708.91 -53.60 532.13 -43.90 -1050.19 1559.56 400.13 101.82 806.67 3.06 29.95 184.85 215.45 668.15 97.79 182.89 -332.84 -142.68 180.73 171.34 135.88 61.40 56.73 48.88 -0.04 235.21 169.49 -45.31 79.26 55.06 21.10 -167.20 -14.23 -0.01 -163.06 -1952.59 -893.98 -1367.01 924.35
17:07:07 03/17/10
4219.00 14525.28 1562.39 1735.86 1271.38 -462.20 1157.53 292.68 160.92 -0.25 -629.05 -1045.24 184.22 -271.49 -343.96 855.76 2080.00 3901.90 -5591.80 -420.75 2377.57 -2801.50 -715.44 1704.62 429.88 -652.86 587.61 160.14 286.53 -260.91 455.70 -41.38 10.28 -2.53 0.72 -0.02 0.07 0.07 160.92 -41.38 10.28 -2.53 0.72 -0.25 -0.02 0.07 0.07 -3346.22 -3128.93 1936.65 688.22 -62.56
-1045.62 -8791.93 429.27 -49.57 38.15 417.93 3008.22 491.51 -391.29 -36.34 292.70 1999.27 449.69 -426.13 -174.83 -417.51 -2795.40 -606.20 1572.14 -648.89 -179.71 424.61 -522.26 16.19 -21.53 -318.64 -16.46 -59.89 17.58 -454.74 189.00 -98.28 3.31 326.77 -32.23 64.23 389.70 25.57 191.10 -20.28 -390.76 -102.15 -11.45 -24.95 -403.90 -113.83 0.03 -579.49 -876.70 -667.56 -1076.46 152.37
Helman O. Mozo
Page
Job
557 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D313P -13.39 D314P -13.39 D315P -13.39 D316P -13.39 D317P -13.39 D318P -13.39 D319P -13.39 D320P -13.39 D321P -13.39 D322P -13.39 D323P -13.39 D324P -92.01 D325P -244.42 D326P -92.00 D327P -92.01 D328P -92.01 D329P -92.01 D330P -6.14 D331P -6.14 D332P -0.85 D333P 0.02 D334P 0.01 D335P -244.42 D336P -13.39 D337P -13.39 D338P -13.39 D339P -13.39 D340P -13.39 D341P -92.01 D342P -92.01 D343P -92.01 D344P -92.01 D345P -92.01 D346P -92.01 D347P -92.01 D348P -92.01 D349P -6.14 D350P -6.14 D351P -6.14 D352P -6.14 D353P -6.14 D354P -0.85 D355P -0.85 D356P 0.02 D357P 0.01 D358P 0.01 D359P 0.01 D360P 0.01 D361P 0.00 D362P 0.00 D363P 0.02 D364P 0.02
-421.12 -3326.61 717.63 717.63 90.09 -162.08 40.02 141.86 -214.97 163.96 582.77 16315.01 -248.90 -7723.68 -6480.24 -3229.76 -1710.17 -339.76 -1543.05 338.49 -379.52 -53.59 -248.89 -3170.87 536.40 -866.16 -1868.19 2030.98 -3867.50 -422.06 6047.73 -343.33 -1062.83 2862.88 477.77 -1026.13 698.25 -473.30 396.21 316.85 -216.18 -249.70 179.55 -207.52 -152.69 -110.17 -78.44 -30.59 -11.85 -2.77 305.66 174.63
1020.89 3326.61 -5720.45 717.59 -1160.69 5720.45 -5076.99 9256.49 -1506.12 2684.22 1284.12 3170.87 5783.17 785.20 1427.09 -1284.12 -90.09 228.20 108.08 -181.87 -228.20 162.08 -370.93 30.41 -72.25 370.93 -40.02 17.50 -40.24 77.34 -17.50 -141.86 544.27 -20.14 104.15 -544.27 214.97 -719.43 47.05 -166.63 719.43 -163.96 242.48 -69.92 177.50 -242.48 -582.77 1439.96 -87.77 250.97 -1439.96 990.68 -2186.02 182.35 -420.22 7727.14 6480.24 3868.95 13732.08 6985.60 -1403.09 4326.90 807.09 3853.64 -563.21 -6555.35 -16315.01 -7727.15 -14437.65 -8578.07 -3868.96 3867.50 4598.34 -1573.94 439.39 -1547.33 343.33 1468.99 -1738.81 -47.19 -799.48 -477.77 858.21 -1318.03 35.38 195.77 -396.21 903.92 -518.03 774.04 -780.72 -2463.30 3655.87 -2819.95 2023.73 33.33 249.70 46.73 584.57 79.56 -387.26 -305.66 278.15 -1235.79 -196.79 -53.66 -41.80 33.66 -172.04 -36.08 1403.09 -1551.27 -503.49 -850.56 425.05 -5783.17 -5076.99 -9256.49 -1153.95 -2104.18 -924.35 421.12 -1020.89 282.92 -574.76 1367.01 -332.70 428.17 -437.45 655.05 893.98 -828.12 1283.05 -1278.67 1032.41 1952.59 -2016.14 444.95 8.57 1385.01 -4598.35 422.06 -74.71 -2075.57 -2815.09 74.70 -6047.73 -1082.66 -3897.47 -607.20 1082.65 3229.76 1547.32 5588.85 1584.32 -1468.99 1062.83 385.74 433.44 -652.56 -385.74 -2862.88 89.14 -2364.89 -178.68 -89.14 1710.17 799.47 2754.85 427.91 -858.21 1026.13 119.96 905.96 -444.73 -119.97 -1487.28 -706.55 -1514.10 -497.90 -215.43 1543.05 780.73 1577.59 397.90 -503.42 -698.25 215.44 -824.62 -202.71 -903.91 473.30 503.43 612.02 -281.89 -704.29 339.76 -195.77 462.17 -633.52 262.53 -316.85 704.29 -375.18 680.52 -46.73 -179.56 330.63 -426.62 282.15 -330.63 542.19 5.40 717.31 -323.23 -200.40 -174.63 178.64 -689.25 -39.26 -188.28 -130.19 106.26 -510.20 -147.93 -55.70 -92.16 62.52 -364.92 12.31 -100.86 -65.69 61.48 -259.95 -71.02 -45.26 -20.18 -20.50 -91.57 -118.60 54.60 -5.11 -34.53 -30.59 36.19 -17.23 -1.38 -8.24 -7.49 -45.94 -278.16 207.52 200.39 925.57 -140.27 -178.65 152.69 188.27 590.35 17.36
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
558 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P
0.01 0.01 0.01 0.01 0.01 0.00 0.00 -31.00 -31.00 -31.00 -31.00 -30.99 -30.99 -30.99 -30.99 -30.99 -30.99 -30.99 -30.99 -30.99 -30.99 -30.99 -30.99 -105.44 -473.52 -105.44 -105.44 -105.45 -105.45 27.92 27.93 -26.48 0.04 0.02 -473.52 -30.99 -30.99 -31.00 -31.00 -31.00 -105.44 -105.44 -105.45 -105.45 -105.45 -105.45 -105.45 -105.46 27.92 27.92 27.92 27.92
130.19 92.16 65.69 41.80 20.18 5.11 1.38 3855.69 1357.39 -1466.98 -998.68 -569.44 134.37 3478.89 -606.08 -606.08 -335.87 381.47 47.12 -537.41 602.67 -183.48 -899.94 -5287.61 -113.05 3278.94 3016.77 1905.06 1125.46 -222.67 -127.14 -160.30 182.02 -0.18 -113.05 3227.01 -184.11 821.70 2148.47 -850.64 -789.65 1542.55 -2627.96 -1017.21 1290.29 -1629.71 -621.61 917.22 393.24 -375.81 315.81 -49.51
-106.27 -62.54 -61.49 -33.67 20.49 34.52 8.23 -787.90 140.12 -449.01 -1261.91 -448.27 1044.44 5708.94 1286.81 -1286.81 -241.95 408.59 14.43 -664.05 811.17 -282.62 -1456.12 -9660.04 -765.15 -2173.83 2186.79 338.80 -103.57 -184.12 -539.87 -339.31 -417.48 -33.75 765.15 -5799.39 -871.50 1285.52 1003.02 1850.93 1961.99 -1775.85 -3160.86 -247.22 -526.49 -1405.63 -791.69 167.45 -84.13 -772.23 -604.81 -108.68
110.17 78.44 53.59 30.59 11.85 2.77 -0.00 -1357.39 850.64 -2148.47 -821.70 184.11 -3478.89 5153.02 -3227.01 335.87 -381.47 -47.12 537.41 -602.67 183.48 899.94 -1303.09 -3016.77 -3563.70 5287.61 789.65 1017.21 621.61 -315.81 1269.27 -140.90 -67.86 0.03 879.96 5153.02 -134.37 569.44 998.68 1466.98 -1542.55 2627.96 -1905.06 -1290.29 1629.71 -1125.46 -917.22 1553.05 127.14 -393.24 375.81 222.67
55.69 100.85 53.65 45.25 -54.61 17.22 -0.01 -140.12 -1850.93 -1003.02 -1285.52 871.50 -5708.94 9277.88 5799.39 241.95 -408.59 -14.43 664.05 -811.17 282.62 1456.12 -2220.25 -2186.79 1704.34 9660.04 -1962.00 247.21 791.69 604.82 3770.57 -119.71 175.08 54.97 -1232.79 -9277.88 -1044.44 448.27 1261.91 449.01 1775.85 3160.85 -338.81 526.49 1405.63 103.56 -167.46 308.60 539.88 84.14 772.24 184.13
17:07:07 03/17/10
433.51 307.69 215.12 130.56 57.77 14.21 2.49 1456.19 1081.72 -1802.58 -739.44 -118.33 -826.02 1547.04 -774.01 -46.54 -86.51 66.57 115.57 -150.33 145.06 150.16 -255.31 -5002.64 -3474.46 5145.08 2293.02 1760.40 1052.45 -379.02 803.91 -299.35 205.89 -0.27 362.36 1172.44 -94.10 507.61 1492.47 356.05 -1404.94 2512.35 -2730.73 -1390.06 1759.04 -1659.74 -927.01 1488.11 366.28 -541.31 486.81 121.89
-91.23 69.10 -14.15 20.88 -61.55 93.32 14.82 -540.92 -838.13 -723.95 -1034.77 129.97 -1152.03 2685.99 1430.91 -179.96 -78.45 78.48 134.15 -194.52 201.83 245.94 -426.06 -7136.65 887.52 4496.22 135.42 353.02 414.53 296.12 2273.99 -456.19 -437.19 38.28 -220.96 -2109.44 -566.10 632.64 1074.10 1328.62 2251.71 834.34 -2108.23 168.24 529.60 -784.38 -577.80 286.78 320.79 -484.32 117.85 53.10
Helman O. Mozo
Page
Job
559 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P
27.91 -26.48 -26.48 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.00 18.42 18.42 18.42 18.42 18.42 18.41 18.41 18.41 18.41 18.41 18.41 18.41 18.41 18.41 18.41 18.41 89.90 272.54 89.90 89.90 89.91 89.91 2.47 2.47 0.68 -0.02 -0.01 272.54 18.41 18.41 18.42 18.42 18.42
353.19 140.91 -109.35 -46.29 11.70 -2.78 0.84 0.12 0.15 0.09 67.86 -17.29 4.46 -0.97 0.33 -0.03 0.13 0.12 0.05 3867.55 1434.89 -1436.05 -1179.37 20.82 -3293.21 4974.58 -555.35 -555.35 -486.37 520.01 27.03 -608.81 634.88 -179.42 -749.94 5286.15 148.30 -3265.78 -3025.26 -1912.52 -1113.88 -282.58 -1387.43 -267.72 -265.03 -39.53 148.30 3105.47 1415.40 562.57 2034.95 -695.04
-126.49 119.70 -329.97 -198.55 -130.35 76.13 -55.32 -2.34 178.81 18.64 -175.09 -219.96 -208.37 -161.01 -84.03 -54.98 -74.29 -54.57 -2.98 756.10 -289.88 458.08 1438.12 -200.48 2425.86 -7276.54 -1226.09 1226.09 427.02 -596.29 9.68 786.70 -857.94 259.84 1307.10 -9682.68 1384.74 -2203.76 2152.96 317.13 -114.55 267.63 -687.68 -11.32 -271.36 -53.74 -1384.73 5663.27 -508.45 -1318.90 -647.29 -2141.05
49.51 109.35 -423.90 17.29 -4.46 0.97 -0.33 -0.13 -0.12 -0.05 46.29 -11.70 2.78 -0.84 0.18 -0.12 -0.15 -0.09 0.00 -1434.89 695.04 -2034.95 -562.57 -1415.40 -4974.58 5204.49 -3105.47 486.37 -520.01 -27.03 608.81 -634.88 179.42 749.94 -1146.45 3025.26 -4572.82 -5286.15 -774.13 -1011.99 -660.21 -325.32 -2558.10 -205.78 -254.47 -28.59 1302.66 5204.48 3293.21 -20.82 1179.37 1436.05
108.69 329.97 164.37 219.95 208.36 160.99 84.02 74.27 54.56 2.97 198.54 130.34 -76.14 55.31 33.74 2.32 -178.82 -18.65 -0.01 289.89 2141.05 647.29 1318.90 508.44 7276.53 -9299.14 -5663.27 -427.01 596.29 -9.68 -786.70 857.95 -259.84 -1307.10 2054.96 -2152.97 -915.40 9682.68 -1910.02 268.80 797.82 993.18 3908.84 -38.85 232.90 33.65 606.25 9299.14 -2425.86 200.47 -1438.12 -458.08
17:07:07 03/17/10
283.45 248.72 -529.97 -52.29 13.06 -3.26 0.92 -0.03 0.05 0.08 205.89 -52.29 13.06 -3.26 0.92 -0.27 -0.03 0.05 0.08 1417.93 1043.46 -1730.57 -707.58 -428.26 -2041.96 1824.33 -739.23 -11.88 -121.36 98.15 125.72 -163.99 150.26 119.57 -219.78 5006.87 -4181.09 -5136.29 -2288.79 -1761.75 -1068.73 -427.88 -2777.15 -470.59 -936.98 -122.87 685.57 1162.64 1391.26 197.68 1524.33 428.06
-12.53 446.91 -164.58 38.60 140.70 427.67 51.77 129.75 420.91 38.96 42.30 -161.65 -513.14 -190.64 -90.71 -94.98 -456.50 -132.06 -5.39 609.68 906.89 551.11 1119.90 94.57 2396.28 -2970.75 -1391.16 137.63 123.41 -120.65 -153.63 216.86 -206.26 -219.49 389.63 -7129.91 443.51 4491.84 146.35 352.97 411.61 887.45 2267.28 -49.86 -69.36 -36.23 -367.83 2093.37 -867.00 -408.10 -988.96 -1501.46
Helman O. Mozo
Page
Job
560 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
89.91 89.91 89.91 89.91 89.91 89.91 89.91 89.91 2.47 2.47 2.47 2.48 2.48 0.69 0.69 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00
774.13 1910.02 -1555.16 -1789.07 2618.25 -3166.34 1011.99 -268.81 -1300.62 -536.26 1614.27 -1411.39 660.21 -797.83 -981.04 55.35 596.94 -308.16 -397.99 -394.89 325.32 -993.17 264.67 -691.91 -181.48 197.14 205.79 38.86 -111.58 335.26 -176.39 -225.80 -127.74 -182.18 -89.67 -57.13 -62.65 -100.59 -18.28 -45.16 -4.20 54.59 0.18 -17.28 254.47 -232.91 148.46 -188.30 106.25 -103.94 75.20 -63.12 50.79 -61.40 28.59 -33.66 9.03 20.53 0.96 34.49 -0.48 8.20
1555.16 -2618.25 1912.52 1300.62 -1614.27 1113.88 981.04 -1386.81 1387.43 -596.94 397.99 282.58 -264.67 111.59 -379.28 -148.46 -106.25 -75.20 -50.79 -9.03 -0.96 0.48 176.39 127.74 89.67 62.65 39.53 18.28 4.20 -0.18 0.00
1789.06 3166.33 -317.13 536.26 1411.38 114.55 -55.36 -455.43 687.69 308.16 394.90 -267.62 691.92 -335.25 -4.41 188.29 103.93 63.11 61.39 -20.54 -34.50 -8.21 225.79 182.17 57.12 100.58 53.73 45.15 -54.60 17.27 -0.01
17:07:07 03/17/10
1403.19 2228.36 -2514.10 829.68 2729.38 -2098.47 1393.14 161.11 -1755.96 527.18 1643.46 -781.23 988.71 -513.97 -1426.41 -241.01 1396.75 267.14 -700.30 -61.04 509.12 -421.11 385.19 -675.39 -314.03 625.78 315.43 -294.58 -487.85 328.81 -585.89 -67.67 -422.02 -141.14 -297.36 10.78 -204.61 -70.71 -49.26 -118.50 -9.31 36.23 1.19 -45.98 777.10 -12.84 498.15 -11.05 353.35 -84.44 248.63 67.57 162.90 -13.83 84.55 20.72 23.86 -61.46 1.42 93.36 -0.86 14.77
*** Analysis Results for Load Case No. 22 "VIENTO2"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0003771 0.0002263 -0.001892 0.0470 0.0793 0.0241 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.007867 0.007086 -0.002489 0.0000 0.0000 0.0000 -3.515 -7.015 8.588 D4Z13P 0.007441 1000 -68.23 0.0000 0.0000 0.0000 0.007441 993.3 -54.89 D5Z19P 0.008336 0.006474 -0.001011 0.0131 0.0415 0.3750 -6.332 -6.334 18.73 D6Z26P 0.01276 0.01138 -0.002461 0.0000 0.0000 0.0000 -2.52 -5.821 26.28 D7Z31P 0.01218 969.2 -65.16 0.0000 0.0000 0.0000 0.01218 963.7 -33.84 D8Z26P 0.01288 0.01 -0.001872 0.0167 0.0502 0.4754 -5.82 -5.823 26.28
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D9Z13P D10Z31P D11Z36P D12Z45P D13Z45P D14Z50P D15Z55P D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P
0.008785 0.00693 0.01252 0.00985 0.0121 0.009774 0.01629 0.01395 0.01628 0.01513 0.01485 1000 0.01387 0.01203 0.01093 0.006368 0.01028 0.00914 0.01439 0.009408 0.004959 0.001683 0.006332 0.005819 0.002219 -0.0004252 0.002288 0.002137 0.0006584 0.0006428 0.0001507 -0.001487 -0.0009538 -0.001466 0.0004458 0.0005478 0.0001464 0.0001473 0.01491 0.0128 0 0 0.007094 858 0.008528 0.00524 0.01152 808.5 0.01154 0.007777 0.008405 0.005974 0.0122 0.007659 0.01245 0.007553 0.0151 0.01059 0.01509 856.3 0.01485 0.009894 0.07303 0.07256 0.07297 0.0731 0.05772 0.05723 0.05764 0.05784 0.04342 0.04307 0.04338 0.04368 0.03025 0.02999 0.03019 0.03052 0.01847 0.01827 0.01834 0.01868 0.008423 0.008366 0.008269 0.008443 0.004554 0.004597 0.01296 0.01508 0.02442 0.02428 0.0365 0.03739 0.05061 0.05025 0.06513 0.0654 0.08103 0.0804 0.003417 1.859e-005 0.01328 0.01313
-0.001149 -0.002028 -0.002104 -0.003098 -0.003316 -68.26 -0.003276 -0.001722 -0.003249 -0.001636 -0.001766 -0.002617 -0.00176 -0.001515 -0.0004611 -0.00181 -0.001868 0.0007103 0.002401 -0.003217 0 -57.68 -0.0008594 -54.36 -0.001095 -0.0006126 -0.00121 -0.00133 -0.001511 -57.57 -0.001578 0.009273 -0.002395 0.008596 -0.002334 0.007756 -0.002265 0.006735 -0.002179 0.005515 -0.00209 0.00407 -0.001975 0.003287 -0.002054 0.006177 -0.002232 0.00822 -0.00237 0.009574 -0.001895 0.004854
0.0267 0.0434 0.0174 0.0112 0.0000 0.0000 -0.0706 0.1680 0.1089 -0.0979 -0.0014 0.0979 0.0209 0.0272 0.0197 0.0123 -0.0365 0.0576 -0.1046 0.0722 0.0000 0.0000 -0.0068 0.0000 -0.0117 0.0114 0.0064 -0.0106 -0.0172 0.0000 0.0380 -0.2743 -0.2603 -0.2481 -0.2725 -0.2387 -0.2085 -0.2081 -0.2686 -0.1949 -0.1076 -0.1402 -0.3120 -0.1510 -0.1603 -0.2025 -0.2217 -0.2449 -0.2618 -0.2546 -0.1466 -0.1726
17:07:07 03/17/10
0.0086 0.0196 0.0459 0.0470 0.0000 0.0000 0.1189 -0.1643 -0.0718 0.0862 -0.0067 -0.0662 -0.0307 0.0024 0.0066 -0.0198 -0.0100 -0.0322 0.1293 -0.0208 0.0000 0.0000 0.0118 0.0000 0.0181 0.0001 0.0014 0.0101 0.0175 0.0000 -0.0318 0.2736 0.2679 0.2516 0.2591 0.2390 0.2361 0.2122 0.2210 0.1937 0.1862 0.1460 0.1684 0.1450 0.1720 0.2034 0.2271 0.2475 0.2650 0.2716 0.1419 0.1751
0.2703 0.5113 0.4836 0.4381 0.0000 0.0000 0.3793 0.0415 0.3097 0.0032 0.0216 0.2690 0.0264 0.2360 0.2110 0.0263 0.0234 0.1904 0.1697 0.4065 0.0000 0.0000 0.0040 0.0000 0.0054 0.0045 0.0092 0.0088 0.0102 0.0000 0.0189 0.0617 0.0898 0.0797 0.0788 0.0977 0.0679 0.1157 0.0569 0.1337 0.0460 0.1517 0.0351 0.1607 0.0405 0.1247 0.0624 0.0887 0.0843 0.0527 0.0296 0.1427
-6.694 -5.482 -5.146 -4.587 -2.367 0.01485 -3.869 3.042 -3.021 3.898 2.539 -2.527 2.135 -2.13 -1.826 1.827 1.575 -1.576 -1.325 -4.2 7.6 3.53 6.349 2.544 5.844 6.712 5.507 5.171 4.618 2.398 4.229 -1.252 1.398 -1.267 1.383 -1.282 1.368 -1.295 1.355 -1.307 1.343 -1.317 1.333 -1.32 1.338 -1.301 1.362 -1.274 1.39 -1.244 1.328 -1.312
-6.696 -5.484 -5.148 -4.589 -4.588 995.8 -3.871 -3.025 -3.022 -3.874 -2.532 -2.528 -2.133 -2.13 -1.826 -1.828 -1.578 -1.576 -1.325 -4.202 -7.6 850.9 -6.335 802.7 -5.825 -6.697 -5.487 -5.151 -4.593 851.7 -4.205 -1.252 -1.252 -1.268 -1.267 -1.282 -1.281 -1.295 -1.294 -1.307 -1.306 -1.317 -1.317 -1.32 -1.31 -1.301 -1.288 -1.275 -1.26 -1.245 -1.325 -1.312
13.34 31.32 36.32 44.57 44.57 -17.91 55.28 67.95 67.95 55.28 75.35 75.35 81.32 81.32 85.87 85.87 89.59 89.6 93.34 50.35 0 -49.09 18.73 -28.07 26.28 13.34 31.32 36.32 44.57 -12.99 50.35 113.3 113.3 109.9 109.9 106.6 106.6 103.3 103.3 99.99 99.98 96.66 96.66 95 98.32 101.6 105 108.3 111.6 114.9 95 98.32
Helman O. Mozo
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562 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P
0.02379 0.02281 0.03678 0.03647 0.05019 0.04996 0.06528 0.06477 0.0806 0.08053 0.08958 0.08968 0.09425 0.09352 0.09439 0.09469 0.08972 0.08908 0.1023 0.1019 0.1023 0.1027 0.111 0.1104 0.111 0.1109 0.1197 0.1191 0.1196 0.1195 0.1286 0.1279 0.1286 0.128 0.1378 0.137 0.1378 0.137 0.147 0.1461 0.147 0.1459 0.1563 0.155 0.1565 0.1554 0.1763 0.1751 0.1763 0.1742 0.1627 0.1611 0.1695 0.1684 0.1693 0.1674 0.1628 0.1618 0.2596 0.2579 0.2596 0.2582 0.1804 0.1784 0.1847 0.1835 0.189 0.1871 0.1935 0.1923 0.198 0.1962 0.2026 0.2014 0.2072 0.2055 0.2119 0.2106 0.2166 0.2149 0.2214 0.22 0.2261 0.2245 0.2309 0.2295 0.2357 0.2342 0.2405 0.239 0.2453 0.2438 0.25 0.2485 0.2548 0.2534 -0.001054 -0.0009915 0.0011 0.001164 0.001764 0.001686 0.003511 0.003226
-0.002124 0.007295 -0.002297 0.008973 -0.002419 -0.002492 0.004746 -0.002545 0.006374 0.005036 -0.002575 0.005289 -0.002568 0.005508 -0.002597 0.005696 -0.002591 0.005854 -0.002615 0.005988 -0.002611 -0.002628 0.006102 0.0024 -0.002581 -0.0026 0.003662 -0.002591 0.004908 0.00336 -0.002647 -0.002596 0.002699 -0.002608 0.00293 -0.00262 0.003096 -0.002627 0.003214 -0.002634 0.003294 -0.00264 0.003341 -0.002645 0.003357 -0.002646 0.00336 -0.002647 0.001807 9.106e-005 -0.0009959 -0.001938
-0.2122 0.2050 -0.2270 0.2282 -0.2462 0.2455 -0.2663 0.2650 -0.2637 0.2647 -0.2973 0.2854 -0.2767 0.2955 -0.3107 0.3043 -0.2217 0.2451 -0.3567 0.3441 -0.3289 0.3376 -0.3414 0.3500 -0.3384 0.3500 -0.3518 0.3549 -0.3445 0.3551 -0.3620 0.3662 -0.3552 0.3660 -0.3687 0.3709 -0.3623 0.3718 -0.3704 0.3775 -0.3608 0.3741 -0.3675 0.3743 -0.3728 0.3804 -0.4153 0.4179 -0.4217 0.4197 -0.3654 0.3850 -0.3749 0.3884 -0.3895 0.4020 -0.3678 0.3740 -0.4887 0.4917 -0.4951 0.4919 -0.4373 0.4331 -0.4403 0.4460 -0.4596 0.4559 -0.4607 0.4652 -0.4767 0.4734 -0.4732 0.4770 -0.4838 0.4793 -0.4813 0.4843 -0.4923 0.4883 -0.4878 0.4914 -0.4973 0.4936 -0.4914 0.4955 -0.5001 0.4969 -0.4911 0.4944 -0.4957 0.4914 -0.4891 0.4918 -0.4957 0.4919 0.0341 -0.0081 0.0081 0.0167 0.0421 -0.0137 0.0462 -0.0159
17:07:07 03/17/10
0.0515 1.349 0.1067 -1.288 0.0733 1.375 0.0707 -1.26 0.0952 1.406 0.1055 0.9912 0.0392 -0.5957 0.1095 0.7844 0.0426 -0.8119 0.0391 -0.5877 0.1091 0.7923 0.0389 -0.579 0.1087 0.801 0.0388 -0.5703 0.1083 0.8096 0.0386 -0.5614 0.1080 0.8186 0.0385 -0.5522 0.1076 0.8278 0.0383 -0.543 0.1072 0.837 0.1068 0.8463 0.0382 -0.5335 0.0256 -0.1737 0.1025 0.5263 0.1081 0.7394 0.0288 -0.2939 0.1058 0.6326 0.0340 -0.4139 0.0256 -0.09043 0.1024 0.6096 0.1025 0.5304 0.0256 -0.1653 0.1025 0.539 0.0256 -0.1565 0.1025 0.548 0.0256 -0.1474 0.1025 0.5572 0.0256 -0.1381 0.1025 0.5666 0.0256 -0.1286 0.1024 0.5761 0.0256 -0.1191 0.1024 0.5857 0.0256 -0.1095 0.1024 0.5953 0.0256 -0.09995 0.1024 0.6048 0.1791 -1.441 0.2000 -1.691 0.2225 -1.966 0.2511 -2.312
-1.302 -1.289 -1.275 -1.26 -1.244 -0.812 -0.5965 -0.5953 -0.8126 -0.5881 -0.5873 -0.5796 -0.5791 -0.5709 -0.5705 -0.5621 -0.562 -0.553 -0.553 -0.5439 -0.5441 -0.535 -0.5346 -0.1749 -0.1758 -0.4156 -0.2949 -0.2959 -0.4149 -0.09208 -0.09182 -0.1716 -0.1665 -0.1629 -0.1577 -0.1538 -0.1486 -0.1445 -0.1394 -0.1351 -0.13 -0.1255 -0.1205 -0.1158 -0.111 -0.1062 -0.1015 -0.09661 -1.441 -1.691 -1.966 -2.313
101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P
0.01094 0.01015 -0.003285 0.0281 0.0056 0.2876 0.02884 0.02733 -0.005549 0.0960 -0.0533 0.3402 0.0071 0.005753 -0.0004156 -0.0270 0.0401 -0.0021 0.007884 0.006269 -0.001017 -0.0212 0.0534 0.1734 0.1846 0.1827 -0.002593 -0.4495 0.4464 0.1025 0.1935 0.1916 -0.002606 -0.4692 0.4656 0.1025 0.2026 0.2008 -0.002618 -0.4808 0.4775 0.1025 0.2119 0.2102 -0.002626 -0.4880 0.4852 0.1025 0.2214 0.2197 -0.002633 -0.4952 0.4917 0.1024 0.2309 0.2293 -0.002639 -0.4994 0.4954 0.1024 0.2405 0.239 -0.002645 -0.4981 0.4945 0.1024 0.25 0.2486 -0.002646 -0.4954 0.4923 0.1024 -0.0009579 0.0002006 -0.001981 -0.0393 0.0195 0.0218 -0.0005099 -0.001859 -0.001821 0.0012 -0.0152 0.0258 0.001028 -0.001019 -0.001792 0.0092 -0.0236 0.0258 0.003855 0.0009696 -0.001767 0.0246 -0.0289 0.0257 0.005427 0.00157 -0.001749 0.0049 -0.0183 0.0218 0.02869 0.02556 -0.001803 0.0529 -0.0488 0.0244 0 0 0 0.0000 0.0000 0.0000 0.0003269 0.000257 -0.006433 -0.2405 0.2520 -0.0233 858 0.005741 57.68 0.0000 0.0000 0.0000 701 0.005173 47.13 0.0000 0.0000 0.0000 808.5 0.007759 54.36 0.0000 0.0000 0.0000 647.9 0.007582 43.55 0.0000 0.0000 0.0000 856.3 0.01057 57.57 0.0000 0.0000 0.0000 697.3 0.009862 46.88 0.0000 0.0000 0.0000 0.006876 0.006115 -0.001167 0.1696 -0.1684 -0.0175 0.01045 0.009183 -0.000746 -0.0973 0.0968 -0.0143 0.002823 0.002172 -0.001999 0.0025 -0.0012 -0.0194 0.0003265 -0.0001297 -0.002964 0.0172 -0.0163 -0.0209 -0.0005322 -0.0008495 -0.003928 -0.0104 0.0116 -0.0221 -0.0004377 -0.0005757 -0.004995 0.0632 -0.0645 -0.0232 0.00646 0.005174 0.001167 0.0000 0.0000 0.0000 0.00773 0.005265 0.0002012 -0.0300 0.0432 -0.0013 0 0 0 0.0000 0.0000 0.0000 0.008587 0.005997 -0.0005481 -0.0026 0.0037 -0.0048 0.008952 0.007407 -0.0006929 0.0000 0.0000 0.0000 0.01045 0.007426 -0.0006032 -0.0078 0.0108 -0.0066 0.009005 0.006231 -8.107e-006 0.0019 -0.0033 -0.0035 0.01062 0.007617 -0.0007519 0.0025 -0.0028 -0.0081 0.01053 0.007764 -0.0009161 -0.0095 0.0057 -0.0096 0.01233 0.01061 -0.0005701 -0.0153 0.0115 -0.0118 0.01148 0.0106 -0.0006603 0.0000 0.0000 0.0000 0.01133 0.009892 -0.0006501 0.0426 -0.0425 -0.0130 0.07361 0.07315 -0.014 -0.2781 0.2762 -0.0099 0.05832 0.05793 -0.01321 -0.2345 0.2446 -0.0121 0.04399 0.04371 -0.01227 -0.2646 0.2524 -0.0144 0.0308 0.03059 -0.01112 -0.1642 0.1866 -0.0166 0.01884 0.01871 -0.009776 -0.2749 0.2496 -0.0188 0.00882 0.008724 -0.008168 -0.0059 0.0385 -0.0211 0.01226 0.01166 -0.009073 -0.1880 0.1868 -0.0200 0.03704 0.03651 -0.01176 -0.2323 0.2317 -0.0155
17:07:07 03/17/10
-2.749 -2.75 -3.376 -3.377 7.03 -7.017 -7.015 -7.016 0.5346 -0.1673 0.5435 -0.1584 0.5526 -0.1492 0.5619 -0.1398 0.5714 -0.1303 0.5809 -0.1207 0.5905 -0.111 0.6 -0.1014 1.439 -1.44 1.692 -1.694 1.969 -1.969 2.32 -2.315 2.766 -2.759 3.433 -3.379 1.325 1.457e-011 1.325 1.325 865 -3.517 707.7 0.005173 814.4 -2.525 653.3 0.007582 860.9 -2.373 701.5 0.009862 3.038 3.037 3.894 3.892 2.537 2.536 2.133 2.132 1.826 1.826 1.576 1.576 7.029 3.528 7.03 7.028 7.6 7.6 6.349 6.346 5.842 2.54 5.843 5.84 6.712 6.709 5.505 5.502 5.169 5.166 4.616 4.614 4.615 2.394 4.226 4.224 1.399 1.398 1.383 1.383 1.369 1.369 1.356 1.356 1.344 1.344 1.334 1.334 1.337 1.337 1.362 1.362
71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.63 87.87 83.77 78.59 71.98 62.4 93.33 93.33 66.27 60.47 80.64 74.87 102.1 97.23 67.95 55.28 75.35 81.32 85.87 89.59 8.591 8.59 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9
Helman O. Mozo
Page
Job
564 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D171Z112P 0.06581 0.0653 D172Z95P 0.007619 0.008146 D173Z102P 0.02567 0.02603 D174Z108P 0.05142 0.05133 D175Z115P 0.08166 0.08117 D176Z117P 0.09048 0.08992 D177Z118P 0.09507 0.09438 D178Z119P 0.1029 0.1027 D179Z121P 0.1114 0.111 D180Z122P 0.1199 0.1195 D181Z124P 0.1287 0.1281 D182Z125P 0.1376 0.137 D183Z126P 0.1467 0.146 D184Z128P 0.156 0.1551 D185Z131P 0.1753 0.1742 D186Z129P 0.1621 0.1612 D187Z130P 0.1687 0.1677 D188Z141P 0.2597 0.2582 D189Z131P 0.1794 0.1785 D190Z133P 0.1882 0.1871 D191Z134P 0.1973 0.1962 D192Z135P 0.2067 0.2055 D193Z136P 0.2162 0.2149 D194Z137P 0.2258 0.2245 D195Z138P 0.2356 0.2342 D196Z139P 0.2453 0.2438 D197Z140P 0.2549 0.2534 D198Z132P 0.1838 0.1827 D199Z133P 0.1927 0.1916 D200Z134P 0.202 0.2008 D201Z135P 0.2114 0.2102 D202Z136P 0.221 0.2197 D203Z138P 0.2307 0.2293 D204Z139P 0.2404 0.239 D205Z140P 0.2501 0.2486 D206Z92P -0.00267 -0.002664 D207Z88P 0.0003783 0.0001354 D208Z84P -2.958e-005 -0.0004103 D209Z79P 0.001825 0.001273 D210Z72P 0.002566 0.001861 D211Z62P 0.02662 0.02569 D212Z93P 0 0 D213Z93P 0.0001915 0.0004003 D214Z9P 0.007646 0.006423 D215Z13P 0.007692 701 D216Z26P 0.01043 0.00894 D217Z31P 0.01059 647.9 D218Z45P 0.01232 0.01148 D219Z50P 0.01131 697.3 D220Z68P 0.007233 0.009868 D221Z55P 0.01054 0.01242 D222Z75P 0.002276 0.004394
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17:07:07 03/17/10
0.2656 0.1465 0.2007 0.2466 0.2705 0.2395 0.2885 0.3363 0.3422 0.3473 0.3589 0.3634 0.3709 0.3727 0.4163 0.3596 0.3714 0.4986 0.4415 0.4625 0.4796 0.4870 0.4953 0.5005 0.5031 0.4991 0.4989 0.4547 0.4717 0.4840 0.4912 0.4982 0.5024 0.5013 0.4987 -0.0143 0.0114 -0.0150 -0.0316 0.0019 -0.0582 0.0000 -0.0373 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1822 0.0784 -0.0137
-0.0110 1.391 -0.0222 1.333 -0.0177 1.351 -0.0133 1.376 -0.0088 1.407 -0.0038 0.9921 -0.0017 0.7851 -0.0022 0.7929 -0.0028 0.8014 -0.0033 0.8099 -0.0039 0.8187 -0.0044 0.8276 -0.0050 0.8367 -0.0055 0.846 0.0029 0.5253 -0.0032 0.7388 0.0008 0.632 0.0029 0.6097 0.0029 0.5294 0.0029 0.5382 0.0029 0.5473 0.0029 0.5567 0.0029 0.5662 0.0029 0.5758 0.0029 0.5856 0.0029 0.5953 0.0029 0.6049 0.0029 0.5338 0.0029 0.5427 0.0029 0.552 0.0029 0.5614 0.0029 0.571 0.0029 0.5807 0.0029 0.5904 0.0029 0.6001 -0.0236 1.437 -0.0226 1.693 -0.0215 1.968 -0.0202 2.318 -0.0185 2.763 -0.0161 3.431 0.0000 1.9e-015 0.0783 -1.325 0.0000 3.53 0.0000 0.007692 0.0000 2.543 0.0000 0.01059 0.0000 2.395 0.0000 0.01131 0.1550 -3.024 0.2401 -3.873 0.1470 -2.532
1.39 1.333 1.351 1.376 1.406 0.9916 0.7844 0.7927 0.801 0.8095 0.8181 0.827 0.836 0.8451 0.5242 0.7379 0.631 0.6082 0.5285 0.5371 0.5462 0.5555 0.5649 0.5745 0.5842 0.5938 0.6034 0.5327 0.5416 0.5508 0.5602 0.5697 0.5793 0.589 0.5986 1.437 1.692 1.967 2.317 2.762 3.43 1.325 1.325 7.029 707.7 5.842 653.3 4.615 701.5 3.041 3.896 2.538
111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.592 60.47 26.28 74.87 44.57 97.23 67.95 55.28 75.35
Helman O. Mozo
Page
Job
565 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P
8.636e-005 0.002046 -0.001086 0.0002481 -0.001245 -0.0009127 0.00879 858 0.008922 0.005587 0 0 0.007913 0.006807 0.01124 808.5 0.01134 0.009035 0.009233 0.006712 0.01083 0.009727 0.01025 0.01012 0.01238 0.01282 0.01236 856.3 0.01134 0.01275 0.07353 0.07252 0.05819 0.05718 0.04395 0.04304 0.03069 0.02995 0.01881 0.01818 0.008361 0.008263 0.01466 0.01284 0.03735 0.03619 0.06574 0.06461 0.0005984 0.003263 0.0235 0.02349 0.05053 0.04973 0.08104 0.07997 0.0903 0.08888 0.09524 0.09377 0.103 0.1019 0.1114 0.1104 0.1199 0.1191 0.1287 0.1278 0.1376 0.137 0.1467 0.1461 0.1558 0.1553 0.1753 0.1752 0.1621 0.1617 0.1684 0.1682 0.2597 0.2579 0.1794 0.1793 0.1881 0.1878 0.1973 0.1968 0.2067 0.2059 0.2162 0.2153 0.2258 0.2247 0.2355 0.2342 0.2452 0.2437 0.2549 0.2532 0.1837 0.1835 0.1927 0.1923
-0.001874 -0.001872 -0.001887 57.68 -0.0007487 0 -0.001134 54.36 -0.001548 -0.0009634 -0.00167 -0.001759 -0.001883 57.57 -0.00192 -0.002314 -0.002256 -0.00219 -0.002109 -0.002025 -0.001913 -0.00199 -0.002157 -0.002287 -0.001834 -0.002059 -0.002222 -0.00234 -0.002446 -0.002472 -0.00247 -0.002505 -0.0025 -0.002527 -0.002522 -0.002542 -0.002539 -0.002541 -0.002552 -0.002542 -0.002607 -0.002541 -0.002554 -0.002567 -0.00258 -0.002587 -0.002594 -0.0026 -0.002606 -0.002607 -0.002557 -0.002569
0.0283 0.0306 0.0206 0.0000 -0.0219 0.0000 0.0097 0.0000 0.0065 0.0132 0.0187 0.0102 0.0004 0.0000 0.0478 -0.2672 -0.2581 -0.2333 -0.2217 -0.1826 -0.1694 -0.1687 -0.2252 -0.2658 -0.1447 -0.2036 -0.2431 -0.2558 -0.2790 -0.3030 -0.3394 -0.3462 -0.3519 -0.3626 -0.3692 -0.3686 -0.3747 -0.4209 -0.3741 -0.3998 -0.4881 -0.4297 -0.4529 -0.4698 -0.4769 -0.4854 -0.4904 -0.4932 -0.4888 -0.4888 -0.4412 -0.4627
17:07:07 03/17/10
-0.0239 -0.0241 0.0156 0.0000 0.0314 0.0000 -0.0105 0.0000 -0.0078 -0.0333 -0.0351 -0.0163 -0.0065 0.0000 -0.0590 0.2648 0.2657 0.2236 0.2491 0.1351 0.2833 0.1663 0.2252 0.2646 0.1498 0.2113 0.2464 0.2606 0.2881 0.2982 0.3278 0.3427 0.3476 0.3587 0.3645 0.3670 0.3656 0.4199 0.3704 0.3866 0.4989 0.4398 0.4629 0.4803 0.4862 0.4952 0.5005 0.5038 0.4983 0.4988 0.4531 0.4726
0.1214 -2.132 0.1029 -1.828 0.0912 -1.578 0.0000 -3.514 0.1599 -7.014 0.0000 -7.6 0.2644 -6.333 0.0000 -2.522 0.3135 -5.821 0.2065 -6.694 0.3231 -5.483 0.3048 -5.148 0.2728 -4.591 0.0000 -2.371 0.2427 -4.203 -0.0447 -1.251 -0.0242 -1.267 -0.0037 -1.281 0.0168 -1.294 0.0373 -1.306 0.0577 -1.317 0.0475 -1.31 0.0065 -1.288 -0.0345 -1.259 0.0680 -1.324 0.0270 -1.302 -0.0140 -1.274 -0.0550 -1.244 -0.0681 -0.8114 -0.0728 -0.5948 -0.0731 -0.587 -0.0735 -0.5786 -0.0739 -0.5701 -0.0742 -0.5613 -0.0746 -0.5524 -0.0750 -0.5433 -0.0753 -0.5342 -0.0774 -0.1747 -0.0793 -0.4146 -0.0791 -0.295 -0.0774 -0.09027 -0.0774 -0.1706 -0.0774 -0.1619 -0.0774 -0.1527 -0.0774 -0.1433 -0.0774 -0.1338 -0.0774 -0.1242 -0.0774 -0.1145 -0.0774 -0.1048 -0.0774 -0.09509 -0.0774 -0.1663 -0.0774 -0.1573
2.134 1.827 1.576 865 7.028 7.6 6.347 814.4 5.842 6.71 5.504 5.168 4.616 860.9 4.227 1.398 1.382 1.368 1.355 1.343 1.333 1.338 1.361 1.39 1.328 1.348 1.375 1.405 0.9905 0.7838 0.7919 0.8004 0.8091 0.8178 0.827 0.8361 0.8453 0.5252 0.7383 0.6315 0.6079 0.5293 0.5378 0.5468 0.5559 0.5653 0.5747 0.5842 0.5937 0.6032 0.5335 0.5423
81.32 85.87 89.59 66.27 8.589 0 18.73 80.64 26.28 13.34 31.32 36.32 44.57 102.1 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1
Helman O. Mozo
Page
Job
566 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.202 0.2013 0.2114 0.2106 0.221 0.22 0.2307 0.2295 0.2404 0.239 0.2501 0.2485 3.304e-005 -0.0008779 -0.001366 -0.00034 -0.0002947 0.001309 0.001375 0.003353 0.002333 0.004697 0.02649 0.02718 0 0 858 0.005553 1000 0.005838 808.5 0.009022 969.2 0.009684 856.3 0.01281 1000 0.01274 0.007112 0.006247 0.0114 0.009948 0.01513 0.01393 0.1804 0.1793 0.189 0.1879 0.198 0.1968 0.2073 0.206 0.2166 0.2153 0.2261 0.2247 0.2357 0.2342 0.2453 0.2437 0.2548 0.2532
-0.002581 -0.002588 -0.002595 -0.002601 -0.002606 -0.002607 -0.001948 -0.001866 -0.001876 -0.001908 -0.001949 -0.002076 0 -57.68 -68.23 -54.36 -65.16 -57.57 -68.26 -0.002105 -0.002202 -0.003242 0.002558 0.002823 0.003021 0.00316 0.003258 0.003322 0.003353 0.003359 0.00336
-0.4738 -0.4811 -0.4882 -0.4925 -0.4912 -0.4885 -0.0143 0.0240 0.0317 0.0366 0.0264 0.0589 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.4368 -0.4532 -0.4711 -0.4760 -0.4854 -0.4907 -0.4943 -0.4878 -0.4885
17:07:07 03/17/10
0.4845 0.4922 0.4987 0.5024 0.5016 0.4992 0.0267 -0.0107 -0.0229 -0.0366 -0.0192 -0.0682 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4340 0.4558 0.4727 0.4801 0.4884 0.4936 0.4962 0.4922 0.4920
-0.0774 -0.148 0.5513 134.2 -0.0774 -0.1386 0.5606 135.3 -0.0774 -0.129 0.57 136.4 -0.0774 -0.1193 0.5795 137.5 -0.0774 -0.1096 0.589 138.6 -0.0774 -0.09992 0.5985 139.8 0.0861 -1.44 1.439 91.63 0.0962 -1.694 1.692 87.87 0.1114 -1.968 1.969 83.77 0.1310 -2.314 2.319 78.59 0.1595 -2.758 2.765 71.98 0.1927 -3.378 3.432 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 850.9 3.528 -49.09 0.0000 993.3 0.005838 -54.89 0.0000 802.7 2.542 -28.07 0.0000 963.7 0.009684 -33.84 0.0000 851.7 2.396 -13 0.0000 995.8 0.01274 -17.91 0.0000 -7.015 -3.516 8.588 0.0000 -5.821 -2.523 26.28 0.0000 -4.588 -2.369 44.57 0.0256 -0.1696 -0.1707 131.4 0.0256 -0.161 -0.1621 132.6 0.0256 -0.152 -0.1532 133.7 0.0256 -0.1427 -0.144 134.8 0.0256 -0.1334 -0.1347 135.9 0.0256 -0.1239 -0.1253 137 0.0256 -0.1143 -0.1158 138.1 0.0256 -0.1047 -0.1063 139.2 0.0256 -0.09519 -0.09681 140.3
Joint Support Reactions for Load Case "VIENTO2": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -77.21 0.0 -0.29 0.0 -15.48 0.0 0.0 78.75 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -19.85 0.0 -16.44 0.0 -54.26 0.0 0.0 60.07 0.0 0.78 0.0 -1.4 0.0 -0.99 0.0 0.0 D29Z0P -25.93 0.0 -3.33 0.0 93.19 0.0 0.0 96.79 0.0 1.83 0.0 -2.0 0.0 0.24 0.0 0.0 D137Z93P -0.29 0.0 -72.87 0.0 90.82 0.0 0.0 116.44 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -33.22 0.0 -27.71 0.0 176.24 0.0 0.0 181.48 0.0 0.60 0.0 -1.3 0.0 -0.04 0.0 0.0 D212Z93P -75.44 0.0 -0.29 0.0 118.30 0.0 0.0 140.31 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -10.72 0.0 -20.82 0.0 72.17 0.0 0.0 75.87 0.0 1.78 0.0 -2.4 0.0 -1.20 0.0 0.0 D287Z93P -0.29 0.0 -78.58 0.0 -12.30 0.0 0.0 79.54 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO2": Joint X External Y External Z External X Member Y Member Label Load Load Load Force Force
Z Member Force
X Disp.
Y Disp.
Z Disp.
Helman O. Mozo
Page
Job
567 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
568 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
569 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
570 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
-0.8601 -0.8601 -0.8602 -0.3281 -0.3261 -0.3403 -0.3380 -0.3197 -0.2950 -0.6147 -1.4780 -0.6543 -0.2950 -0.6577 -0.6664 -0.6408 -0.3127 -0.4638 -0.3026 -1.6486 -0.3041 -0.3005 -1.6520 -0.2976 -0.2780 -0.1770 -0.1289 -0.1289 -0.0516 -0.0480 -0.0481 -0.0481 -0.0482 -0.0483 -0.0484 -0.0484 -0.0485 -0.0516 -0.0962 -0.0964 -1.3596 -0.0967 -0.0969 -0.0970 -1.3689 -0.1003 -0.3331 -2.0852 -2.1433 -0.5405 -0.6202 -3.8103
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Helman O. Mozo
Page
Job
571 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P
0.2950 0.6281 0.8618 0.8618 0.8122 0.8122 0.8602 0.8602 4.4774 2.0723 1.1606 0.9579 0.7594 0.6750 0.8618 4.9114 0.8618 4.6269 0.8122 3.8072 1.7938 4.5627 1.6724 0.8602 0.8602 0.8602 0.3282 0.3261 0.3403 0.3381 0.3197 0.2950 0.6147 1.4780 0.6543 0.2950 0.6578 0.6665 0.6409 0.3127 0.4639 0.3027 1.6487 0.3042 0.3006 1.6522 0.2978 0.2781 0.1772 0.1291 0.1291 0.0518
0.2950 0.6281 0.8618 0.8618 0.8122 0.8122 0.8602 0.8602 4.4774 2.0723 1.1606 0.9579 0.7594 0.6750 0.8618 1.9202 0.8618 1.7625 0.8122 0.9019 1.1054 1.7924 1.6724 0.8602 0.8602 0.8602 0.3282 0.3261 0.3403 0.3381 0.3197 0.2950 0.6147 1.4780 0.6543 0.2950 0.6578 0.6665 0.6409 0.3127 0.4639 0.3027 1.6487 0.3042 0.3006 1.6522 0.2978 0.2781 0.1772 0.1291 0.1291 0.0518
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75.1433 -0.6281 -0.8618 -0.8618 -0.8122 -0.8122 -0.8601 -0.8601 -4.4774 -2.0723 -1.1606 -0.9579 -0.7594 -0.6750 -0.8618 -4.9114 9.8578 -4.6268 -0.8122 -3.8072 -1.7938 -4.5627 -1.6723 -0.8601 -0.8601 -0.8601 -0.3281 -0.3261 -0.3403 -0.3380 -0.3197 -0.2950 -0.6147 -1.4780 -0.6543 -0.2950 -0.6577 -0.6664 -0.6408 -0.3127 -0.4638 -0.3026 -1.6486 -0.3041 -0.3005 -1.6520 -0.2976 -0.2780 -0.1770 -0.1289 -0.1289 -0.0516
17:07:07 03/17/10
-0.0000 -117.5805 -0.6281 1.5518 -0.8618 2.3451 -0.1608 2.3922 -0.8122 2.4009 -0.1643 2.4444 -0.8601 2.3757 -0.1629 2.4226 -4.4774 5.2755 -2.0723 5.7010 -1.1606 2.8964 -0.9579 2.3461 -0.7594 1.8579 -0.6750 1.6682 -0.0039 2.4027 -1.9202 4.7968 19.9577 -69.8257 -1.7625 6.7073 -0.0037 2.4552 -0.9019 4.3623 -1.1054 3.5931 -1.7924 4.8526 -1.6723 4.7766 -0.8601 2.3757 -0.0039 2.4333 -0.8601 2.3757 -0.3281 0.7739 -0.3261 0.7739 -0.3403 0.8264 -0.3380 0.8264 -0.3197 0.7739 -0.2950 0.7215 -0.6147 1.4954 -1.4780 2.9727 -0.6543 1.5479 -0.2950 0.7215 -0.6577 1.6003 -0.6664 1.6003 -0.6408 1.5475 -0.3127 0.7735 -0.4638 1.2725 -0.3026 0.9792 -1.6486 2.1004 -0.3041 0.9604 -0.3005 0.9494 -1.6520 2.0784 -0.2976 0.9384 -0.2780 0.7034 -0.1770 0.3307 -0.1289 0.2343 -0.1289 0.2343 -0.0516 0.1032
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0.0000 0.0004 0.0064 701.0102 0.0089 647.8507 0.0115 697.2866 0.0099 0.0124 0.0044 0.0020 0.0002 -0.0009 857.9594 0.0056 0.0000 0.0068 808.5362 0.0090 0.0067 0.0097 0.0101 0.0128 856.2899 0.0128 0.0725 0.0572 0.0430 0.0299 0.0182 0.0083 0.0128 0.0362 0.0646 0.0033 0.0235 0.0497 0.0800 0.0889 0.0938 0.1019 0.1104 0.1191 0.1278 0.1370 0.1461 0.1553 0.1752 0.1617 0.1682 0.2579
0.0000 -0.0019 0.0017 47.1291 -0.0005 43.5540 -0.0007 46.8771 -0.0020 -0.0020 -0.0019 -0.0019 -0.0019 -0.0019 57.6789 -0.0007 0.0000 -0.0011 54.3562 -0.0015 -0.0010 -0.0017 -0.0018 -0.0019 57.5664 -0.0019 -0.0023 -0.0023 -0.0022 -0.0021 -0.0020 -0.0019 -0.0020 -0.0022 -0.0023 -0.0018 -0.0021 -0.0022 -0.0023 -0.0024 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0026 -0.0025 -0.0026
Helman O. Mozo
Page
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572 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0482 0.0482 0.0483 0.0484 0.0485 0.0486 0.0487 0.0487 0.0518 0.0964 0.0966 1.3598 0.0969 0.0971 0.0972 1.3692 0.1006 0.3331 2.0852 2.1433 0.5405 0.6202 3.8104 0.2950 0.8618 0.8618 0.8122 0.8122 0.8602 0.8602 0.8618 0.8122 0.8602 0.0482 0.0482 0.0483 0.0484 0.0485 0.0486 0.0487 0.0487 0.0518
0.0482 0.0482 0.0483 0.0484 0.0485 0.0486 0.0487 0.0487 0.0518 0.0964 0.0966 1.3598 0.0969 0.0971 0.0972 1.3692 0.1006 0.3331 2.0852 2.1433 0.5405 0.6202 3.8104 0.2950 0.8618 0.8618 0.8122 0.8122 0.8602 0.8602 0.8618 0.8122 0.8602 0.0482 0.0482 0.0483 0.0484 0.0485 0.0486 0.0487 0.0487 0.0518
-0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
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17:07:07 03/17/10
-0.0480 -0.0481 -0.0481 -0.0482 -0.0483 -0.0484 -0.0484 -0.0485 -0.0516 -0.0962 -0.0964 -1.3596 -0.0967 -0.0969 -0.0970 -1.3689 -0.1003 -0.3331 -2.0852 -2.1433 -0.5405 -0.6202 -3.8103 78.2896 -0.8618 -0.8618 -0.8122 -0.8122 -0.8601 -0.8601 -0.8618 -0.8122 -0.8601 -0.0480 -0.0481 -0.0481 -0.0482 -0.0483 -0.0484 -0.0484 -0.0485 -0.0516
0.0964 0.1794 0.0964 0.1881 0.0964 0.1973 0.0964 0.2067 0.0964 0.2162 0.0964 0.2258 0.0964 0.2355 0.0964 0.2452 0.1032 0.2549 0.1928 0.1837 0.1928 0.1927 1.2248 0.2020 0.1928 0.2114 0.1928 0.2210 0.1928 0.2307 1.2248 0.2404 0.1996 0.2501 0.8303 0.0000 1.2179 -0.0014 1.4000 -0.0003 1.3261 0.0014 1.5702 0.0023 3.7052 0.0265 13.0166 0.0000 2.2874 857.9626 2.2768 1000.0000 2.3465 808.5385 2.3357 969.2239 2.3181 856.2894 2.3075 1000.0000 2.3451 0.0071 2.4009 0.0114 2.3757 0.0151 0.0964 0.1804 0.0964 0.1890 0.0964 0.1980 0.0964 0.2073 0.0964 0.2166 0.0964 0.2261 0.0964 0.2357 0.0964 0.2453 0.1032 0.2548
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 14.13 -3699.50 1615.07 1690.10 -294.76 -1171.22 769.57 D128P 14.13 -1690.10 294.76 -861.05 2237.68 -1249.81 1240.65 D129P 14.13 330.64 -819.26 124.83 145.61 227.09 -335.86
0.1793 0.1878 0.1968 0.2059 0.2153 0.2247 0.2342 0.2437 0.2532 0.1835 0.1923 0.2013 0.2106 0.2200 0.2295 0.2390 0.2485 -0.0009 -0.0003 0.0013 0.0034 0.0047 0.0272 0.0000 0.0056 0.0058 0.0090 0.0097 0.0128 0.0127 0.0062 0.0099 0.0139 0.1793 0.1879 0.1968 0.2060 0.2153 0.2247 0.2342 0.2437 0.2532
-0.0025 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0019 -0.0019 -0.0019 -0.0019 -0.0019 -0.0021 0.0000 -57.6807 -68.2337 -54.3593 -65.1627 -57.5702 -68.2606 -0.0021 -0.0022 -0.0032 0.0026 0.0028 0.0030 0.0032 0.0033 0.0033 0.0034 0.0034 0.0034
Helman O. Mozo
Page
Job
573 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P
14.13 -83.64 14.13 -75.80 14.13 -103.60 14.13 370.97 14.13 1.15 14.13 1.15 14.13 -64.47 14.13 58.17 14.13 47.11 14.13 -65.35 14.13 53.15 14.13 23.89 14.13 -3.78 166.94 -14160.30 495.43 198.06 166.94 3751.90 166.94 5236.67 166.94 2493.97 166.95 1284.37 -10.86 -371.09 -10.87 -48.52 10.40 -131.74 -0.03 -119.87 -0.01 -21.18 495.43 198.06 14.13 226.48 14.13 2.73 14.13 202.11 14.13 -124.83 14.13 861.05 166.94 2945.08 166.94 -103.94 166.94 -5536.37 166.94 38.22 166.95 674.24 166.95 -2707.25 166.95 -706.64 166.95 788.02 -10.87 484.88 -10.87 -203.10 -10.87 696.97 -10.86 304.57 -10.86 0.61 10.41 66.59 10.41 -30.27 -0.03 -74.76 -0.03 -67.19 -0.02 -21.83 -0.02 -38.77 -0.01 -20.19 -0.01 15.58 -0.00 -11.75
109.32 965.22 -1513.80 -7912.67 -1752.44 1752.44 475.62 -679.69 51.59 804.14 -982.61 304.89 1731.39 -5066.41 1697.59 -1480.00 2296.39 1507.35 748.84 -397.60 -1603.49 132.64 27.13 10.43 -1697.59 8079.04 866.64 -1046.46 -145.61 -2237.68 -2680.09 1201.29 -3179.17 -2143.88 1197.23 -2179.19 -1359.60 1048.95 398.52 -900.23 -161.51 170.59 -186.92 -37.89 503.46 32.67 28.53 137.97 18.95 10.59 126.79 12.54
-202.11 1046.46 -116.08 -2.73 -866.64 -24.12 -370.97 7912.67 -117.21 365.98 -13021.95 132.08 -226.48 -8079.04 -45.50 64.47 -475.62 11.30 -58.17 679.70 -14.79 -47.11 -51.59 2.20 65.35 -804.14 22.24 -53.15 982.61 -15.63 -23.89 -304.89 5.40 3.78 -1731.39 5.80 92.02 2687.86 10.23 -5236.67 -2296.39 -11684.92 531.53 -1718.34 689.45 14160.30 5066.40 10758.07 -2945.09 2680.09 1380.47 -38.23 2143.87 1479.36 706.63 1359.59 1199.40 -696.98 161.52 -751.78 -888.68 1640.37 -659.67 -66.59 37.90 -197.11 84.01 419.10 -64.69 7.27 64.06 -25.08 -186.95 1089.68 5.25 365.98 13021.95 82.89 103.60 1513.80 31.42 75.80 -965.22 101.41 83.64 -109.32 -19.53 -330.64 819.26 306.40 103.94 -1201.29 1836.76 5536.37 3179.17 3272.55 -2493.97 -1507.36 -4837.56 -674.24 -1197.24 -383.14 2707.25 2179.19 2037.04 -1284.37 -748.85 -2404.59 -788.03 -1048.95 -900.40 970.34 705.95 1059.25 48.52 1603.50 375.45 -484.89 -398.52 -484.26 203.10 900.24 633.53 371.08 397.61 475.57 -304.58 -170.59 -213.96 30.27 -503.46 96.27 -103.95 -64.74 -133.40 57.65 311.01 -30.86 31.16 256.05 -64.99 16.93 191.81 -8.84 16.58 109.70 -40.02 -11.13 55.07 -56.49 -15.37 37.55 0.38 -8.44 0.44 -36.40
17:07:07 03/17/10
469.48 30.27 1580.38 -3751.98 -1985.26 219.91 139.33 -145.60 -148.79 235.59 -237.58 -298.97 512.15 -4435.42 -19.60 2154.00 2997.88 2199.53 1270.14 -166.17 25.96 169.49 804.82 134.36 -287.23 2952.21 703.35 -734.04 -120.90 -819.39 -2338.18 2638.83 -2823.21 -2012.72 2033.99 -1763.88 -1450.93 1057.17 1409.17 -914.15 519.97 399.94 -251.64 -538.02 436.03 619.85 513.27 594.80 232.04 118.43 296.40 23.41
Helman O. Mozo
Page
Job
574 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P
-0.03 -84.02 -0.03 -57.65 -0.02 -31.17 -0.02 -16.94 -0.02 -16.59 -0.01 -7.28 -0.01 11.12 -0.01 15.36 -0.00 8.43 -12.96 -13526.55 -12.96 -5747.93 -12.96 2780.88 -12.96 1194.79 -12.96 549.61 -12.96 -513.50 -12.95 -4803.00 -12.95 1005.71 -12.95 1005.71 -12.95 214.33 -12.95 -303.14 -12.95 45.28 -12.95 253.46 -12.95 -355.48 -12.95 220.31 -12.95 819.66 34.06 13730.33 109.07 -188.76 34.06 -9214.60 34.06 -5601.67 34.06 -2805.59 34.06 -1522.34 -15.30 -242.59 -15.30 -1295.53 13.64 412.46 -0.00 -582.85 -0.00 -54.47 109.07 -188.75 -12.95 -4573.53 -12.96 620.09 -12.96 -1250.96 -12.96 -2793.83 -12.96 2710.00 34.06 -4224.44 34.06 -462.95 34.06 4620.66 34.06 -868.07 34.06 -873.17 34.06 2009.45 34.06 -154.09 34.06 -522.89 -15.30 599.28 -15.30 -101.32
-419.11 74.75 -32.67 -16.71 -814.83 -311.01 67.19 -28.54 17.19 -612.42 -256.06 21.82 -137.98 -16.86 -710.70 -191.82 38.76 -18.96 39.36 -380.16 -109.71 21.17 -10.44 8.26 -216.71 -64.07 20.18 -10.60 23.27 -134.68 -55.07 -15.59 -126.80 -8.06 -328.03 -37.55 11.74 -12.55 48.88 -90.37 -0.45 -0.01 -0.01 15.18 -0.82 496.15 5747.93 -233.13 -4533.94 153.30 233.13 -2710.00 79.79 -4143.56 153.30 -46.06 2793.83 6.99 2779.43 -19.48 0.50 1250.96 -9.23 993.46 -3.55 -4.32 -620.09 20.41 -21.64 4.94 -3.60 4802.99 -16.50 1059.41 -4.97 16.50 -7320.52 -12.85 -2172.82 0.65 6.70 4573.53 -12.85 1126.61 -1.24 -6.70 -214.33 -84.78 136.30 -15.75 84.78 303.14 87.29 62.40 20.75 -87.29 -45.28 4.13 -69.37 -16.56 -4.13 -253.46 81.95 -41.16 15.39 -81.95 355.48 -108.62 80.29 -25.13 108.62 -220.31 53.89 -106.25 29.99 -53.89 -819.65 330.01 -125.61 57.87 -330.01 1356.71 -514.55 252.22 -97.88 20932.55 5601.67 9623.02 11645.78 18406.97 -419.18 5726.04 -423.94 5232.64 -796.73 -9914.84 -13730.33 -20932.56 -13780.74 -18526.97 -9623.02 4224.43 5906.67 -829.66 -2238.77 -4309.53 868.06 420.72 -1167.19 -2342.66 -2146.20 154.08 56.13 -824.25 -1259.08 -145.94 -569.43 296.31 -571.56 105.85 -918.51 -4358.27 3739.58 -3979.55 1985.67 180.61 312.71 114.35 720.72 293.14 -461.74 -218.47 272.96 -1445.25 -340.50 -40.60 -15.55 23.84 -126.30 -30.23 419.18 -2069.00 249.44 -1066.77 315.92 12.85 -7320.51 12.85 -1664.08 3.60 -20.41 513.50 3.60 334.94 -4.97 9.23 -549.61 4.32 -657.01 4.94 -6.99 -1194.79 -0.50 -1891.52 -3.55 -79.79 -2780.88 46.06 -40.95 -19.48 -5906.67 462.95 670.63 -2265.96 -3154.24 -670.64 -4620.66 -5789.32 -3062.42 -3891.54 5789.32 2805.59 4309.53 4473.64 6083.64 -420.72 873.17 1741.15 3.07 795.44 -1741.15 -2009.45 -2349.50 -1736.52 -2464.25 2349.50 1522.34 2146.20 2127.58 2708.25 -56.14 522.88 1052.21 222.17 600.04 -1052.21 -1272.01 -1654.00 -1081.26 -1630.25 340.12 1295.53 918.52 1333.70 885.92 -832.27 -599.29 -340.12 -493.14 -825.21
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
575 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P
-15.30 -15.30 -15.30 13.64 13.64 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -202.59 -202.59 -202.60 -202.60 -202.60 -202.61 -202.61 -202.62 -202.62 -202.63 -202.63 121.87 323.83 522.94 563.25 913.63 -312.72 -543.08 -312.72 -312.72 -312.72 -312.72 -10.01 -10.00 -19.93 0.02 0.01 -543.07 -202.62 -202.61 -202.60
569.43 -296.31 313.52 -589.21 -164.05 419.27 -312.72 -114.35 235.69 10.95 -240.01 -110.79 -162.84 -149.92 -51.14 -42.73 -78.84 -75.89 -24.04 -33.91 61.75 37.47 7.33 -13.10 218.46 -272.96 65.92 -117.03 26.50 -82.98 11.20 -45.94 24.29 -44.86 15.54 -23.85 -15.54 15.20 -23.07 25.63 -0.72 7.75 -2860.83 -1173.18 -1348.34 111.55 220.21 -550.09 -67.93 -1783.49 -79.38 -714.29 -98.58 1455.52 361.85 7910.10 -1.75 1800.74 -1.75 -1800.74 -53.10 -390.61 53.12 615.86 75.41 20.51 -264.21 -927.08 260.02 1149.08 -33.94 -376.56 -359.65 -1990.10 -3110.22 -22371.15 -232.04 -1778.94 -1210.64 2835.19 1778.00 8378.90 1154.21 3412.22 625.17 1439.25 -323.33 -487.79 -79.12 -1973.90 91.17 -60.70 -55.28 -121.97 -21.24 31.75 -232.04 1778.94 226.54 -8152.08 19.57 -971.48 181.35 1596.81
101.32 832.27 242.58 145.94 -313.53 589.21 -235.70 -10.95 738.62 -84.54 -65.93 117.03 -26.51 82.97 -11.21 45.94 -24.30 44.85 15.53 -15.21 23.06 -25.63 0.71 -7.76 240.01 110.78 162.83 149.92 51.14 42.72 78.84 75.88 54.47 40.59 24.03 33.90 -61.76 -37.48 -7.34 13.10 -0.01 -0.01 1348.34 -111.55 -611.59 -2601.66 2.04 -1712.76 -181.35 -1596.81 -19.57 971.48 -361.85 -7910.09 365.17 13015.73 -226.54 8152.07 53.10 390.61 -53.12 -615.86 -75.41 10.34 264.21 946.28 -260.02 -1130.15 33.94 380.40 359.65 2023.41 -429.62 -3052.06 -1778.00 -8378.90 596.88 1806.09 3110.21 22371.15 1739.86 -3877.70 1344.02 911.25 1040.34 1323.38 -625.13 77.55 -1755.63 911.51 63.74 -22.06 59.55 456.36 7.31 84.11 -361.63 -735.91 365.17 -13015.73 98.58 -1455.52 79.38 714.29
17:07:07 03/17/10
472.12 377.25 391.43 -312.00 -336.15 709.85 -545.05 -124.53 968.33 -73.13 -551.81 11.25 -341.50 -120.75 -112.47 5.79 -186.02 -55.98 -15.34 -88.59 152.97 21.34 14.52 -37.62 826.89 -292.52 412.58 59.31 140.02 -72.62 162.40 53.99 142.04 -7.70 71.37 18.13 -139.42 -40.17 -54.85 69.84 -1.32 13.96 -881.59 -748.83 -960.18 -1219.91 110.81 -1128.21 -101.26 -1373.08 -30.39 78.98 -113.72 -1594.14 130.30 3750.40 -46.10 2009.76 8.84 -242.87 -12.81 -121.37 -4.44 124.68 67.15 191.15 -69.12 -271.26 54.24 282.23 68.26 345.15 -91.47 -584.34 -2944.71 -18524.13 344.77 25.66 1140.89 15138.95 2119.19 2711.56 1504.96 2604.50 1003.32 1664.24 -667.60 -288.76 -1291.43 -747.78 153.96 -82.25 7.70 603.11 -25.13 208.96 -280.50 492.82 82.78 -2961.56 34.91 -717.11 95.14 843.30
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P
-202.60 -202.59 -312.72 -312.72 -312.72 -312.72 -312.72 -312.72 -312.72 -312.72 -10.00 -10.00 -10.00 -10.01 -10.01 -19.94 -19.94 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.00 0.00 -278.63 -278.63 -278.64 -278.64 -278.65 -278.66 -278.67 -278.68 -278.69 -278.69 -278.70 355.78 673.14 986.05 1026.36 1026.36 -274.55 -201.10 -274.56
-2.04 611.59 -1739.87 993.67 -2128.72 -1344.03 908.39 -1436.90 -1040.34 965.27 393.37 -129.97 625.13 297.65 -19.86 -63.74 15.29 -90.43 -63.21 -22.85 -38.49 -20.20 15.57 -11.73 -59.56 -63.50 -29.68 -17.31 -16.48 -7.32 11.11 15.37 8.44 7338.50 2850.08 -2224.06 -1627.49 26.97 -4607.52 7083.11 -828.68 -828.68 -575.28 630.13 29.78 -746.32 789.13 -245.92 -984.20 2732.90 73.74 -5228.69
1712.76 2601.66 3877.70 -605.69 -7374.28 -911.25 1081.58 -3466.44 -1323.39 1302.39 527.49 -1006.55 -77.54 246.30 -109.07 22.05 -491.05 66.10 68.31 168.66 42.94 29.37 138.40 16.96 -456.37 -350.44 -293.09 -216.93 -132.33 -84.12 -72.62 -43.24 -3.45 29.75 -28.52 -36.95 2.42 -25.20 -1.67 13.98 0.32 -0.32 52.79 -67.54 30.60 210.39 -161.42 47.69 206.23 3518.65 306.38 -5149.51
67.93 -220.21 -993.68 2128.71 -1154.22 -908.39 1436.90 -625.18 -965.28 352.03 79.11 -393.38 129.96 323.33 -297.66 -15.29 -47.16 63.49 29.68 17.30 16.47 -11.12 -15.38 -8.44 90.43 63.20 22.84 38.48 21.23 20.19 -15.58 11.72 -0.01 -2850.08 1372.41 -2908.46 -831.69 -1957.27 -7083.11 7440.02 -4439.58 575.28 -630.13 -29.78 746.32 -789.13 245.92 984.20 -1531.11 2147.70 -6228.42 -2732.91
1783.49 550.09 605.69 7374.27 -3412.23 -1081.58 3466.44 -1439.26 -1302.39 863.44 1973.91 -527.49 1006.56 487.80 -246.30 491.04 123.73 350.43 293.08 216.92 132.33 72.61 43.23 3.44 -66.11 -68.32 -168.67 -42.94 -31.76 -29.38 -138.41 -16.97 -0.01 28.52 97.84 -33.61 34.00 14.74 -13.98 -17.94 -11.51 -52.79 67.54 29.73 -180.22 191.17 -43.86 -206.23 332.17 3628.44 667.89 -3518.66
17:07:07 03/17/10
31.25 226.09 -1646.71 1880.96 -1977.67 -1356.88 1412.82 -1242.22 -1208.21 793.56 332.57 -368.37 531.49 437.09 -223.49 -78.55 -31.67 -48.60 -60.47 -10.01 -39.71 -56.49 0.36 -36.38 55.68 -0.54 -12.34 38.19 8.57 23.22 -8.06 48.86 15.20 2616.17 2068.61 -2558.96 -998.92 -592.77 -2887.32 2602.89 -1063.82 -43.64 -145.37 119.53 153.45 -202.46 190.99 154.73 -291.50 2940.12 -5816.07 -4781.74
1658.02 1820.69 2700.83 4077.46 -6497.89 -1200.50 2739.77 -2955.24 -1581.80 1304.72 1760.67 -1079.77 653.91 516.71 -250.13 509.94 -365.06 751.26 651.82 695.43 316.10 183.95 327.60 36.80 -942.35 -755.27 -832.83 -468.71 -295.96 -204.71 -380.63 -108.60 -6.24 33.96 33.96 -35.18 14.79 -3.21 -3.86 -0.71 -2.26 -9.15 14.51 -7.53 -29.58 52.95 -37.88 -33.23 62.40 4305.48 920.67 -5206.11
Helman O. Mozo
Page
Job
577 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-274.55 -274.54 -274.54 -3.96 -3.96 -19.34 -0.01 -0.00 -201.10 -278.67 -278.66 -278.65 -278.64 -278.63 -274.55 -274.55 -274.54 -274.54 -274.54 -274.54 -274.53 -274.53 -3.96 -3.96 -3.96 -3.96 -3.96 -19.34 -19.34 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
-2147.70 -1494.66 -950.79 -186.11 -1211.25 -316.40 -442.46 -40.42 73.73 4439.59 1957.27 831.69 2908.46 -1372.41 398.44 -1602.03 1192.14 477.38 -1108.21 774.13 -30.68 -400.68 505.84 -27.54 496.74 263.78 -155.22 258.52 -148.88 -207.66 -138.00 -30.62 -63.06 -11.73 69.40 10.28 162.27 39.69 2.57 -5.75 9.39 2.34 -26.69 -27.21 -2.58
-3628.44 -2454.75 -1448.70 -72.94 -828.26 -95.03 -270.84 -40.73 -306.38 11.51 -14.74 -34.00 33.61 -97.84 584.43 -2541.18 1533.79 772.14 -1901.01 1013.60 42.90 -939.67 248.79 -720.84 -382.50 -573.03 292.26 90.33 4.92 -152.55 -139.93 -45.08 -75.40 -33.80 37.45 -13.15 -198.39 -132.92 -79.16 -46.88 -44.68 -23.86 15.25 25.59 7.72
-398.45 -477.38 30.68 -496.75 -4897.37 -258.51 -162.27 -2.35 1848.94 7440.02 4607.52 -26.97 1627.49 2224.06 1602.03 -1192.15 1494.66 1108.21 -774.13 950.78 400.67 -1462.92 1211.24 -505.85 27.53 186.10 -263.78 148.89 -504.37 -39.70 -2.57 5.75 -9.40 26.68 27.21 2.58 207.65 137.99 30.61 63.06 40.41 11.72 -69.41 -10.29 -0.01
-584.43 -772.15 -42.91 382.51 3910.95 -90.33 198.38 23.85 288.61 17.94 1.67 25.20 -2.42 36.95 2541.17 -1533.80 2454.75 1901.01 -1013.60 1448.69 939.66 -1151.88 828.26 -248.78 720.85 72.94 573.03 -4.92 119.81 132.91 79.16 46.87 44.67 -15.26 -25.60 -7.73 152.54 139.92 45.08 75.39 40.72 33.79 -37.46 13.15 -0.01
17:07:07 03/17/10
-1533.83 -1187.98 -554.28 -480.65 -4299.68 -571.38 -1090.71 -77.13 908.45 1662.06 1939.71 293.63 2151.08 491.97 1205.10 -1683.24 1618.56 955.17 -1133.94 1039.10 222.89 -1122.65 1208.61 -375.44 369.02 316.66 -294.92 404.91 -649.24 -446.13 -253.54 -44.85 -130.69 26.96 174.25 23.19 667.19 320.47 59.83 103.35 89.81 25.36 -173.33 -67.64 -4.68
-2537.87 -1943.91 -898.56 217.90 2169.82 -184.22 -130.68 -30.44 -8.40 4.12 -3.86 -3.21 14.79 -35.18 1882.89 -2454.80 2402.73 1610.33 -1755.79 1483.31 591.91 -1259.97 758.10 -682.49 238.15 -351.99 609.05 84.89 123.96 -35.42 -109.61 3.22 -55.42 -88.49 21.37 -37.67 -82.70 12.64 -61.48 51.43 -7.14 17.91 -40.06 69.87 13.91
Helman O. Mozo
Page
Job
578 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 23 "VIENTO3"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0003344 -0.0002545 -0.006365 0.2348 0.2480 0.0791 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.008005 -858 57.68 0.0000 0.0000 0.0000 -3.514 -865 66.27 D4Z13P 0.00746 -701 47.13 0.0000 0.0000 0.0000 0.00746 -707.7 60.47 D5Z19P 0.008058 -0.006754 -0.0009639 -0.0171 -0.0087 -0.3670 -6.332 -6.347 18.73 D6Z26P 0.01241 -808.5 54.36 0.0000 0.0000 0.0000 -2.52 -814.4 80.64 D7Z31P 0.0119 -647.9 43.55 0.0000 0.0000 0.0000 0.0119 -653.3 74.87 D8Z26P 0.01253 -0.008766 -0.001465 -0.0193 -0.0128 -0.4638 -5.82 -5.842 26.28 D9Z13P 0.008646 -0.006673 -0.0007819 -0.0170 -0.0301 -0.2625 -6.694 -6.71 13.34 D10Z31P 0.01223 -0.009211 -0.001617 -0.0323 -0.0462 -0.4937 -5.482 -5.504 31.32 D11Z36P 0.01177 -0.00943 -0.001719 -0.0235 -0.0216 -0.4656 -5.146 -5.168 36.32 D12Z45P 0.01523 -0.01171 -0.002001 -0.0115 -0.0111 -0.4169 -4.588 -4.615 44.57 D13Z45P 0.01521 -856.3 57.57 0.0000 0.0000 0.0000 -2.368 -860.9 102.1 D14Z50P 0.01423 -697.3 46.88 0.0000 0.0000 0.0000 0.01423 -701.5 97.23 D15Z55P 0.01343 -0.01126 -0.002127 0.0680 0.0657 -0.3623 -3.87 -3.894 55.28 D16Z68P 0.009658 -0.007244 -0.0009623 -0.1701 -0.1612 0.0576 3.041 -3.039 67.95 D17Z68P 0.009952 -0.0085 -0.002218 -0.1438 -0.1460 -0.2568 -3.021 -3.04 67.95 D18Z55P 0.01346 -0.01053 -0.0006028 0.0939 0.0923 0.0475 3.897 -3.894 55.28 D19Z75P 0.004772 -0.003274 -0.001769 -0.0034 0.0013 0.0642 2.539 -2.537 75.35 D20Z75P 0.005008 -0.004396 -0.002182 -0.0610 -0.0669 -0.2227 -2.529 -2.538 75.35 D21Z81P 0.00201 -0.0006054 -0.002731 -0.0407 -0.0378 0.0695 2.134 -2.133 81.32 D22Z81P 0.001297 -0.0008433 -0.002139 -0.0213 -0.0277 -0.1917 -2.131 -2.133 81.32 D23Z86P -9.369e-005 -0.0001723 -0.002046 -0.0303 -0.0362 -0.1628 -1.827 -1.827 85.87 D24Z86P 8.634e-005 0.0005071 -0.003779 0.0087 0.0115 0.0734 1.827 -1.826 85.87 D25Z90P 1.021e-005 0.0003539 -0.004863 -0.0617 -0.0562 0.0764 1.576 -1.576 89.59 D26Z90P -0.0009251 0.001228 -0.002024 -0.0256 0.0030 -0.1432 -1.577 -1.575 89.59 D27Z93P 0.0002071 -0.0004177 -0.001928 0.0676 -0.0410 -0.1237 -1.325 -1.325 93.33 D28Z50P 0.01426 -0.01159 -0.002074 -0.0578 -0.0676 -0.3748 -4.2 -4.226 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.007098 -0.00592 0.001455 0.0000 0.0000 0.0000 3.53 -7.028 8.591 D31Z19P 0.008668 -0.006163 -0.0007289 0.0048 0.0113 0.0156 6.349 -6.347 18.73 D32Z26P 0.01147 -0.009628 -0.0004253 0.0000 0.0000 0.0000 2.544 -5.842 26.28 D33Z26P 0.01149 -0.007768 -0.0007158 0.0079 0.0173 0.0219 5.844 -5.841 26.28 D34Z13P 0.008577 -0.005984 -0.0002061 0.0028 0.0016 0.0115 6.712 -6.709 13.34 D35Z31P 0.01194 -0.008096 -0.0008426 -0.0021 -0.0003 0.0267 5.506 -5.502 31.32 D36Z36P 0.01204 -0.008387 -0.0009891 0.0101 0.0129 0.0309 5.17 -5.167 36.32 D37Z45P 0.01511 -0.01155 -0.0005071 0.0152 0.0181 0.0380 4.618 -4.615 44.57 D38Z45P 0.0151 -0.01333 -0.0004448 0.0000 0.0000 0.0000 2.398 -4.617 44.57 D39Z50P 0.01426 -0.01102 -0.0005432 -0.0413 -0.0380 0.0429 4.229 -4.226 50.35 D40Z113P 0.07316 -0.07273 -0.002325 0.2661 0.2653 0.0403 -1.252 -1.398 113.3 D41Z113P 0.07322 -0.07287 -0.01399 0.2807 0.2750 0.0797 1.398 -1.398 113.2 D42Z110P 0.05785 -0.05738 -0.002269 0.2577 0.2657 0.0130 -1.267 -1.382 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
579 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.05798 0.04362 0.04366 0.03039 0.0305 0.01857 0.01861 0.008226 0.008685 0.000526 0.01208 0.02323 0.03673 0.0502 0.06546 0.08069 0.007547 0.01447 0.02541 0.03703 0.05108 0.06539 0.08133 0.09006 0.09485 0.09455 0.08984 0.1029 0.103 0.1113 0.1114 0.1199 0.12 0.1287 0.1287 0.1377 0.1377 0.1468 0.1468 0.156 0.1559 0.1755 0.1755 0.1623 0.1686 0.1688 0.1622 0.2591 0.2591 0.1797 0.1839 0.1884
-0.05756 -0.04326 -0.04338 -0.03016 -0.03029 -0.01836 -0.01848 -0.008367 -0.008592 -0.003335 -0.01147 -0.02369 -0.03619 -0.04994 -0.06495 -0.08015 -0.008071 -0.01298 -0.02576 -0.03641 -0.05099 -0.06482 -0.08079 -0.08944 -0.09398 -0.09393 -0.08916 -0.1018 -0.1018 -0.1103 -0.1104 -0.1188 -0.1189 -0.1277 -0.1277 -0.1367 -0.1367 -0.1459 -0.1459 -0.1552 -0.155 -0.1746 -0.1746 -0.1613 -0.1677 -0.1679 -0.1613 -0.2582 -0.2583 -0.1786 -0.1831 -0.1874
-0.01321 -0.00221 -0.01225 -0.002138 -0.01109 -0.002067 -0.009741 -0.001969 -0.008117 -0.001899 -0.00903 -0.002094 -0.01174 -0.002239 -0.01364 -0.00235 -0.007202 -0.002039 -0.01045 -0.002181 -0.01277 -0.002299 -0.01434 -0.01121 -0.002468 -0.009608 -0.002413 -0.002501 -0.009933 -0.002495 -0.01022 -0.002525 -0.01046 -0.00252 -0.01068 -0.002545 -0.01085 -0.002541 -0.01101 -0.01113 -0.002558 -0.00259 -0.007594 -0.009997 -0.002573 -0.008801 -0.002558 -0.002658 -0.008686 -0.007766 -0.002602 -0.008057
0.2340 0.2333 0.2642 0.2219 0.1633 0.1838 0.2735 0.1705 0.0037 0.1459 0.1862 0.2042 0.2318 0.2427 0.2675 0.2568 0.1552 0.1700 0.1967 0.2254 0.2427 0.2662 0.2503 0.2141 0.2927 0.2639 0.2803 0.3349 0.3453 0.3449 0.3434 0.3489 0.3485 0.3615 0.3614 0.3668 0.3646 0.3691 0.3737 0.3696 0.3689 0.4155 0.4004 0.3509 0.3924 0.3656 0.3751 0.4937 0.4938 0.4391 0.4478 0.4573
17:07:07 03/17/10
0.2446 0.2231 0.2519 0.2483 0.1858 0.1337 0.2482 0.2814 0.0365 0.1473 0.1851 0.2102 0.2311 0.2463 0.2648 0.2600 0.1443 0.1646 0.1996 0.2246 0.2465 0.2637 0.2783 0.2520 0.3117 0.3081 0.2870 0.3336 0.3468 0.3434 0.3403 0.3496 0.3491 0.3595 0.3590 0.3663 0.3656 0.3662 0.3677 0.3728 0.3708 0.4256 0.4300 0.3791 0.3935 0.3815 0.3694 0.4935 0.4936 0.4408 0.4465 0.4577
0.0796 1.383 -0.0144 -1.281 0.0795 1.369 -0.0417 -1.295 0.0794 1.356 -0.0690 -1.306 0.0793 1.344 -0.0964 -1.317 0.0792 1.334 -0.1100 -1.324 0.0792 1.337 -0.0554 -1.302 0.0794 1.362 -0.0007 -1.275 0.0797 1.39 0.0540 -1.244 0.0791 1.333 -0.0827 -1.311 0.0793 1.35 -0.0280 -1.288 0.0796 1.376 0.0266 -1.26 0.0798 1.406 0.0899 0.9917 0.0764 -0.5952 0.0946 0.7845 0.0706 -0.8118 0.0767 -0.5871 0.0930 0.793 0.0770 -0.5787 0.0914 0.8014 0.0774 -0.5701 0.0898 0.81 0.0777 -0.5613 0.0882 0.8187 0.0780 -0.5523 0.0866 0.8277 0.0783 -0.5432 0.0850 0.8368 0.0834 0.846 0.0787 -0.5341 0.0811 -0.1745 0.0969 0.5255 0.0861 0.7389 0.0828 -0.2948 0.0930 0.6322 0.0828 -0.4145 0.0811 -0.09087 0.0968 0.6091 0.0969 0.5297 0.0811 -0.1661 0.0969 0.5384
-1.383 -1.368 -1.368 -1.355 -1.355 -1.343 -1.343 -1.333 -1.334 -1.328 -1.336 -1.349 -1.361 -1.375 -1.39 -1.405 -1.333 -1.338 -1.351 -1.361 -1.376 -1.39 -1.406 -0.9911 -0.784 -0.7839 -0.9908 -0.7918 -0.7918 -0.8003 -0.8004 -0.8088 -0.8089 -0.8177 -0.8177 -0.8267 -0.8267 -0.8359 -0.8359 -0.8452 -0.845 -0.5246 -0.5246 -0.738 -0.6311 -0.6313 -0.738 -0.6082 -0.6083 -0.5286 -0.5331 -0.5374
109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
580 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.1928 0.1974 0.202 0.2066 0.2113 0.2161 0.2208 0.2256 0.2304 0.2352 0.24 0.2448 0.2496 0.2544 0.0001197 -0.0007283 0.0008883 0.002667 0.00768 0.02819 0.007111 0.008013 0.184 0.1928 0.202 0.2113 0.2208 0.2304 0.24 0.2496 -0.002368 0.000654 0.0005457 0.003966 0.004952 0.02836 0 0.0003712 0.005953 701 0.00965 647.9 0.01334 697.3 0.008169 0.01142 0.003216 0.0005428 -0.0003649 -0.001395 858 0.007695
-0.1919 -0.1964 -0.2011 -0.2057 -0.2104 -0.2151 -0.2199 -0.2247 -0.2295 -0.2343 -0.2391 -0.2439 -0.2487 -0.2535 0.001072 0.0005023 -0.0007958 -0.002049 -0.00642 -0.02623 -0.004731 -0.005575 -0.183 -0.1918 -0.201 -0.2104 -0.2199 -0.2295 -0.2391 -0.2487 0.002514 -0.0001992 0.0004231 -0.002478 -0.00297 -0.02652 0 -0.0002187 -0.004711 -0.005131 -0.007749 -0.00806 -0.01153 -0.01099 -0.007698 -0.01046 -0.002669 -0.0003386 0.0009191 0.001259 -0.005923 -0.006008
-0.002616 -0.008279 -0.002628 -0.008438 -0.002636 -0.008551 -0.002644 -0.008628 -0.00265 -0.00867 -0.002655 -0.008683 -0.002657 -0.008686 -0.002051 -0.002017 -0.002092 -0.002167 -0.00222 -0.002202 2.653e-005 -0.0005885 -0.00792 -0.008177 -0.008366 -0.008499 -0.008594 -0.008653 -0.00868 -0.008685 -0.006019 -0.004279 -0.003354 -0.002203 -0.001684 0.001528 0 -0.001968 0.0009703 47.13 -0.0007436 43.55 -0.0005683 46.88 -0.001972 -0.001794 -0.002004 -0.002024 -0.001986 -0.002008 57.68 -0.0003127
0.4674 0.4754 0.4793 0.4823 0.4872 0.4909 0.4936 0.4959 0.4971 0.4988 0.4963 0.4944 0.4942 0.4944 0.0178 -0.0341 -0.0192 -0.0500 -0.0238 -0.0795 0.0294 0.0205 0.4531 0.4663 0.4796 0.4865 0.4938 0.4980 0.4968 0.4942 -0.0254 0.0044 -0.0197 -0.0371 -0.0041 -0.0608 0.0000 -0.0482 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1657 0.0948 -0.0057 -0.0153 -0.0204 0.0256 0.0000 0.0274
17:07:07 03/17/10
0.4674 0.4754 0.4788 0.4812 0.4862 0.4903 0.4932 0.4955 0.4974 0.4988 0.4962 0.4932 0.4936 0.4937 0.0191 -0.0256 -0.0300 -0.0497 -0.0325 -0.0838 0.0421 0.0285 0.4460 0.4659 0.4781 0.4862 0.4928 0.4965 0.4959 0.4940 -0.0204 0.0122 -0.0220 -0.0271 -0.0059 -0.0531 0.0000 0.0843 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1681 0.0916 -0.0061 -0.0144 -0.0153 -0.0128 0.0000 0.0415
0.0811 0.0969 0.0811 0.0969 0.0811 0.0968 0.0811 0.0968 0.0811 0.0968 0.0811 0.0968 0.0811 0.0968 -0.1348 -0.1512 -0.1768 -0.2049 -0.2480 -0.2990 0.0065 -0.1743 0.0969 0.0969 0.0969 0.0968 0.0968 0.0968 0.0968 0.0968 0.0781 0.0747 0.0719 0.0666 0.0618 0.0529 0.0000 -0.0050 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0279 0.0081 -0.0068 -0.0085 -0.0093 -0.0063 0.0000 0.0039
-0.1572 -0.5419 0.5474 -0.5464 -0.148 -0.5511 0.5566 -0.5557 -0.1387 -0.5604 0.5661 -0.5651 -0.1292 -0.5699 0.5756 -0.5747 -0.1196 -0.5795 0.5852 -0.5843 -0.11 -0.5891 0.5948 -0.5939 -0.1004 -0.5987 0.6044 -0.6035 -1.44 -1.439 -1.693 -1.692 -1.967 -1.968 -2.313 -2.318 -2.753 -2.767 -3.377 -3.431 7.03 -7.027 -7.014 -7.028 0.534 -0.533 0.5428 -0.5418 0.552 -0.551 0.5613 -0.5604 0.5708 -0.5699 0.5804 -0.5795 0.59 -0.5891 0.5996 -0.5987 1.437 -1.437 1.693 -1.693 1.968 -1.967 2.32 -2.318 2.765 -2.763 3.433 -3.431 1.325 1.457e-011 1.325 1.325 7.028 -3.527 707.7 -0.005131 5.842 -2.541 653.3 -0.00806 4.617 -2.395 701.5 -0.01099 3.039 3.024 3.895 3.873 2.537 2.531 2.133 2.132 1.826 1.827 1.575 1.578 865 3.517 7.03 7.016
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.591 60.47 26.28 74.87 44.57 97.23 67.95 55.28 75.35 81.32 85.87 89.59 66.27 8.59
Helman O. Mozo
Page
Job
581 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0 0 0.0000 0.0000 0.0000 0.008451 -0.005301 -0.0006894 0.0067 0.0047 -0.0007 808.5 -0.008058 54.36 0.0000 0.0000 0.0000 0.0105 -0.008075 -0.0009961 0.0137 0.0123 -0.0003 0.00883 -0.006146 -0.0004695 -0.0134 -0.0042 -0.0022 0.01089 -0.008137 -0.001135 -0.0051 -0.0002 -0.0029 0.01094 -0.008209 -0.001273 0.0130 0.0038 -0.0018 0.01232 -0.0117 -0.001611 0.0183 0.0121 -0.0015 856.3 -0.01168 57.57 0.0000 0.0000 0.0000 0.01194 -0.01102 -0.001715 -0.0390 -0.0344 -0.0090 0.07315 -0.07281 -0.002407 0.2602 0.2679 -0.0773 0.05787 -0.05746 -0.002349 0.2721 0.2589 -0.0653 0.04361 -0.04335 -0.002287 0.2081 0.2362 -0.0532 0.03041 -0.03021 -0.00221 0.2678 0.2213 -0.0412 0.01852 -0.01844 -0.002133 0.1063 0.1874 -0.0291 0.00838 -0.008311 -0.002033 0.3100 0.1695 -0.0171 0.0131 -0.01488 -0.002104 0.1585 0.1733 -0.0231 0.03673 -0.03707 -0.002258 0.2212 0.2272 -0.0472 0.06535 -0.06504 -0.002383 0.2641 0.2638 -0.0713 0.003493 5.189e-005 -0.001961 0.1442 0.1435 -0.0111 0.024 -0.02254 -0.002161 0.2111 0.2057 -0.0351 0.05042 -0.04961 -0.002315 0.2453 0.2455 -0.0592 0.0808 -0.08016 -0.002429 0.2604 0.2642 -0.0833 0.08982 -0.08926 -0.002479 0.2895 0.2873 -0.0933 0.09477 -0.09411 -0.002474 0.2958 0.3126 -0.0972 0.1029 -0.1018 -0.002472 0.3316 0.3346 -0.0970 0.1113 -0.1104 -0.002508 0.3449 0.3441 -0.0968 0.1199 -0.1189 -0.002503 0.3481 0.3503 -0.0966 0.1287 -0.1277 -0.002531 0.3609 0.3603 -0.0964 0.1377 -0.1367 -0.002527 0.3661 0.3668 -0.0962 0.1468 -0.1458 -0.002547 0.3685 0.3675 -0.0960 0.156 -0.155 -0.002543 0.3682 0.3724 -0.0958 0.1756 -0.1746 -0.002587 0.4160 0.4255 -0.0940 0.1622 -0.1613 -0.00257 0.3757 0.3726 -0.0982 0.1687 -0.1676 -0.002576 0.3935 0.3958 -0.0967 0.2591 -0.2583 -0.00265 0.4944 0.4928 -0.0939 0.1798 -0.1787 -0.002586 0.4355 0.4344 -0.0940 0.1884 -0.1873 -0.002598 0.4581 0.4572 -0.0939 0.1974 -0.1964 -0.002611 0.4759 0.4739 -0.0939 0.2067 -0.2057 -0.002623 0.4811 0.4813 -0.0939 0.2161 -0.2151 -0.00263 0.4906 0.4896 -0.0939 0.2256 -0.2246 -0.002637 0.4959 0.4947 -0.0939 0.2352 -0.2343 -0.002643 0.4997 0.4973 -0.0939 0.2448 -0.2439 -0.002649 0.4933 0.4934 -0.0939 0.2543 -0.2535 -0.00265 0.4942 0.4931 -0.0939 0.184 -0.183 -0.002601 0.4486 0.4457 -0.0939 0.1929 -0.1918 -0.002613 0.4681 0.4668 -0.0939 0.202 -0.201 -0.002624 0.4802 0.4781 -0.0939 0.2114 -0.2104 -0.002631 0.4879 0.4855 -0.0939 0.2208 -0.2199 -0.002638 0.4943 0.4925 -0.0939 0.2304 -0.2295 -0.002644 0.4978 0.4967 -0.0939 0.24 -0.2391 -0.002649 0.4972 0.4955 -0.0939
17:07:07 03/17/10
7.6 6.349 814.4 5.843 6.712 5.505 5.169 4.615 860.9 4.227 1.398 1.383 1.369 1.355 1.344 1.333 1.338 1.362 1.39 1.328 1.349 1.375 1.406 0.9915 0.7848 0.7929 0.8013 0.8099 0.8187 0.8277 0.8368 0.846 0.5256 0.7389 0.632 0.6091 0.5298 0.5384 0.5474 0.5567 0.5661 0.5756 0.5852 0.5948 0.6043 0.534 0.5429 0.552 0.5614 0.5708 0.5804 0.59
7.6 6.335 2.525 5.825 6.697 5.486 5.15 4.591 2.371 4.204 1.252 1.268 1.282 1.295 1.307 1.317 1.31 1.288 1.26 1.325 1.302 1.275 1.245 0.8124 0.5959 0.5882 0.5796 0.5711 0.5623 0.5533 0.5442 0.535 0.1754 0.4154 0.2957 0.09175 0.1713 0.1627 0.1536 0.1443 0.1349 0.1254 0.1157 0.1061 0.09653 0.167 0.1582 0.149 0.1396 0.1301 0.1205 0.1109
0 18.73 80.64 26.28 13.34 31.32 36.32 44.57 102.1 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
Helman O. Mozo
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Job
582 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
0.2496 -0.001221 -0.0008334 0.0002681 0.001922 0.003174 0.02687 0 0.0001294 0.007618 0.00767 0.01048 0.01087 0.0123 0.01194 0.007712 0.011 0.003596 0.001251 -0.0003311 0.000192 0.00866 0.008801 0 0.008183 0.01157 0.01168 0.009366 0.01113 0.01058 0.01345 0.01344 0.01199 0.0732 0.05795 0.04365 0.03047 0.01865 0.008534 0.01344 0.03701 0.06549 0.004598 0.02462 0.05084 0.08123 0.09001 0.09451 0.1029 0.1113 0.1199 0.1287
-0.2487 -0.00265 0.4949 0.4929 -0.0939 0.5996 -0.0002135 -0.002085 0.0358 0.0273 -0.0031 1.439 0.001358 -0.001976 -0.0073 -0.0164 -0.0086 1.691 4.991e-005 -0.00201 -0.0156 -0.0101 -0.0084 1.968 -0.001663 -0.002024 -0.0283 -0.0329 -0.0104 2.318 -0.002859 -0.002005 -0.0095 -0.0072 -0.0069 2.764 -0.02639 -0.001919 -0.0509 -0.0523 -0.0119 3.432 0 0 0.0000 0.0000 0.0000 1.9e-015 -0.000143 0.00245 0.1046 0.1311 -0.1573 -1.325 -858 -57.68 0.0000 0.0000 0.0000 3.53 -1000 -68.23 0.0000 0.0000 0.0000 0.00767 -808.5 -54.36 0.0000 0.0000 0.0000 2.543 -969.2 -65.16 0.0000 0.0000 0.0000 0.01087 -856.3 -57.57 0.0000 0.0000 0.0000 2.395 -1000 -68.26 0.0000 0.0000 0.0000 0.01194 -0.008231 -0.00301 -0.1723 -0.1473 -0.2373 -3.024 -0.01079 -0.00311 0.0741 0.1137 -0.2763 -3.872 -0.003956 -0.002273 -0.0157 0.0111 -0.2139 -2.53 -0.002067 -0.001382 -0.0381 -0.0095 -0.1950 -2.131 4.649e-005 -0.0002751 -0.0133 0.0141 -0.1807 -1.827 -0.0005254 0.0007856 -0.0491 -0.0254 -0.1693 -1.576 -0.007645 -0.002819 0.0000 0.0000 0.0000 -3.514 -0.006641 -0.001215 0.0223 0.0541 -0.1618 -7.014 0 0 0.0000 0.0000 0.0000 -7.6 -0.006282 -0.001186 -0.0103 0.0265 -0.2799 -6.332 -0.01054 -0.002332 0.0000 0.0000 0.0000 -2.521 -0.009461 -0.001945 -0.0084 0.0358 -0.3348 -5.821 -0.007085 -0.00136 -0.0272 -0.0018 -0.2197 -6.694 -0.00927 -0.002083 -0.0333 0.0090 -0.3516 -5.483 -0.009082 -0.002152 -0.0095 0.0304 -0.3360 -5.148 -0.01288 -0.002994 -0.0046 0.0330 -0.3102 -4.59 -0.01318 -0.003073 0.0000 0.0000 0.0000 -2.37 -0.01164 -0.003075 -0.0645 -0.0279 -0.2920 -4.203 -0.07278 0.009257 0.2753 0.2721 -0.0989 -1.252 -0.05744 0.008583 0.2477 0.2515 -0.1086 -1.267 -0.04329 0.00775 0.2386 0.2389 -0.1184 -1.281 -0.0302 0.006738 0.2087 0.2127 -0.1281 -1.295 -0.01845 0.00553 0.1954 0.1944 -0.1378 -1.306 -0.00847 0.0041 0.1422 0.1481 -0.1475 -1.316 -0.01328 0.004875 0.1738 0.1763 -0.1427 -1.312 -0.03669 0.007292 0.2272 0.2284 -0.1232 -1.288 -0.06497 0.008958 0.2665 0.2639 -0.1038 -1.26 -0.004636 0.003326 0.1533 0.1473 -0.1524 -1.32 -0.02448 0.006185 0.2031 0.2041 -0.1330 -1.3 -0.05046 0.008209 0.2445 0.2475 -0.1135 -1.274 -0.08057 0.009557 0.2474 0.2779 -0.0940 -1.244 -0.08931 0.006327 0.2157 0.2570 -0.0992 -0.8117 -0.09385 0.004686 0.2644 0.3084 -0.1024 -0.5955 -0.1017 0.004978 0.3459 0.3460 -0.1004 -0.5871 -0.1103 0.005234 0.3441 0.3414 -0.0985 -0.5787 -0.1189 0.005454 0.3493 0.3498 -0.0966 -0.5701 -0.1277 0.005642 0.3619 0.3598 -0.0947 -0.5613
17:07:07 03/17/10
0.1013 1.44 1.694 1.968 2.314 2.757 3.378 1.325 1.325 -850.9 -993.3 -802.7 -963.7 -851.7 -995.8 3.023 3.872 2.53 2.13 1.827 1.576 7.015 7.016 7.6 6.334 5.822 5.823 6.696 5.485 5.149 4.59 4.59 4.203 1.252 1.268 1.282 1.295 1.307 1.317 1.312 1.288 1.26 1.32 1.301 1.275 1.244 0.8124 0.5962 0.5883 0.5797 0.5711 0.5623
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -49.09 -54.89 -28.07 -33.84 -13 -17.91 67.95 55.28 75.35 81.32 85.87 89.6 8.587 8.589 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.1377 -0.1367 0.0058 0.3655 0.3663 0.1468 -0.1459 0.005935 0.3736 0.3685 0.156 -0.1552 0.006049 0.3699 0.3732 0.1756 -0.1747 0.002409 0.4013 0.4291 0.1623 -0.1614 0.004877 0.3514 0.3804 0.1689 -0.168 0.003651 0.3673 0.3839 0.2591 -0.2582 0.00337 0.4931 0.4931 0.1798 -0.1787 0.002568 0.4382 0.4396 0.1884 -0.1875 0.002833 0.4567 0.4570 0.1974 -0.1965 0.003031 0.4747 0.4748 0.2067 -0.2057 0.00317 0.4816 0.4806 0.2161 -0.2151 0.003269 0.4902 0.4896 0.2256 -0.2247 0.003332 0.4953 0.4948 0.2352 -0.2343 0.003363 0.4981 0.4981 0.2448 -0.2439 0.003369 0.4938 0.4926 0.2543 -0.2535 0.00337 0.4938 0.4930 0.1841 -0.1831 0.002709 0.4521 0.4454 0.1929 -0.1919 0.00294 0.4658 0.4653 0.2021 -0.2011 0.003106 0.4790 0.4776 0.2114 -0.2104 0.003224 0.4859 0.4856 0.2208 -0.2199 0.003305 0.4931 0.4921 0.2304 -0.2295 0.003352 0.4974 0.4959 0.24 -0.2391 0.003368 0.4961 0.4954 0.2496 -0.2487 0.00337 0.4935 0.4934 -0.001137 0.0009439 0.001861 -0.0344 -0.0066 0.0005191 -0.0008162 0.0002178 0.0061 0.0275 0.0005687 -0.0011 -0.0008099 -0.0484 -0.0146 0.00282 -0.003494 -0.001862 -0.0372 -0.0162 0.003643 -0.004138 -0.002369 -0.0216 0.0127 0.02705 -0.02645 -0.005416 -0.0687 -0.0407 0 0 0 0.0000 0.0000 0.007682 -0.006584 -0.002265 0.0000 0.0000 1000 -0.005885 -68.23 0.0000 0.0000 0.01055 -0.009434 -0.002198 0.0000 0.0000 969.2 -0.00914 -65.16 0.0000 0.0000 0.01317 -0.01286 -0.003133 0.0000 0.0000 1000 -0.01158 -68.26 0.0000 0.0000 858 -0.005567 -57.68 0.0000 0.0000 808.5 -0.008731 -54.36 0.0000 0.0000 856.3 -0.01169 -57.57 0.0000 0.0000 0.1797 -0.1787 -0.002605 0.4355 0.4351 0.1883 -0.1874 -0.002618 0.4575 0.4579 0.1974 -0.1964 -0.00263 0.4753 0.4745 0.2066 -0.2057 -0.002637 0.4805 0.4820 0.216 -0.2151 -0.002645 0.4899 0.4903 0.2256 -0.2247 -0.002651 0.4953 0.4954 0.2352 -0.2343 -0.002656 0.4991 0.4980 0.2448 -0.2439 -0.002657 0.4927 0.4940 0.2544 -0.2535 -0.002658 0.4935 0.4937
Joint Support Reactions for Load Case "VIENTO3":
17:07:07 03/17/10
-0.0928 -0.5523 0.5533 125.1 -0.0909 -0.5432 0.5441 126.5 -0.0890 -0.534 0.5348 127.9 -0.0987 -0.1744 0.1753 130.9 -0.0902 -0.4143 0.4153 128.9 -0.0958 -0.2944 0.2954 129.9 -0.0987 -0.09088 0.09177 140.9 -0.0987 -0.1702 0.1713 131.4 -0.0987 -0.1616 0.1625 132.6 -0.0987 -0.1526 0.1535 133.7 -0.0987 -0.1433 0.1443 134.8 -0.0987 -0.1339 0.1349 135.9 -0.0987 -0.1244 0.1253 137 -0.0987 -0.1148 0.1157 138.1 -0.0987 -0.1052 0.1061 139.2 -0.0987 -0.09565 0.09655 140.3 -0.0987 -0.1659 0.1669 132 -0.0987 -0.1571 0.1581 133.1 -0.0987 -0.1479 0.1489 134.2 -0.0987 -0.1386 0.1396 135.3 -0.0987 -0.1292 0.1301 136.4 -0.0987 -0.1196 0.1205 137.5 -0.0987 -0.11 0.1109 138.7 -0.0987 -0.1004 0.1013 139.8 -0.1626 -1.441 1.441 91.63 -0.1748 -1.692 1.691 87.87 -0.1869 -1.967 1.967 83.77 -0.2041 -2.313 2.312 78.59 -0.2240 -2.757 2.756 71.98 -0.2546 -3.378 3.378 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 -7.015 3.516 8.588 0.0000 993.3 -0.005885 -54.89 0.0000 -5.822 2.523 26.28 0.0000 963.7 -0.00914 -33.84 0.0000 -4.59 2.37 44.57 0.0000 995.8 -0.01158 -17.91 0.0000 850.9 -3.528 -49.09 0.0000 802.7 -2.542 -28.07 0.0000 851.7 -2.395 -13 0.0811 -0.1703 -0.5287 131.4 0.0811 -0.1617 -0.5374 132.6 0.0811 -0.1526 -0.5464 133.7 0.0811 -0.1434 -0.5557 134.8 0.0811 -0.134 -0.5651 135.9 0.0811 -0.1244 -0.5747 137 0.0811 -0.1148 -0.5843 138.1 0.0811 -0.1052 -0.5939 139.2 0.0811 -0.09564 -0.6035 140.3
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D0Z93P -77.71 0.0 0.29 0.0 118.48 0.0 0.0 141.69 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -10.71 0.0 19.62 0.0 60.20 0.0 0.0 64.22 0.0 -1.71 0.0 -2.1 0.0 1.26 0.0 0.0 D29Z0P -33.67 0.0 27.91 0.0 186.97 0.0 0.0 192.01 0.0 -0.49 0.0 -1.2 0.0 0.01 0.0 0.0 D137Z93P -0.29 0.0 72.24 0.0 91.19 0.0 0.0 116.34 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -25.50 0.0 4.67 0.0 82.12 0.0 0.0 86.11 0.0 -1.95 0.0 -2.1 0.0 -0.27 0.0 0.0 D212Z93P -74.94 0.0 0.29 0.0 -15.42 0.0 0.0 76.51 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -19.85 0.0 15.98 0.0 -42.57 0.0 0.0 49.62 0.0 -0.81 0.0 -1.6 0.0 0.91 0.0 0.0 D287Z93P -0.29 0.0 79.33 0.0 -12.27 0.0 0.0 80.28 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO3": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.2950 -0.2950 -0.7215 77.4145 -0.0000 -117.7564 0.0000 0.0000 0.0000 D1Z93P 0.6281 -0.6281 -1.5518 -0.6281 0.6281 1.5518 0.0003 -0.0003 -0.0064 D2Z0P 0.8618 -0.8618 -2.3451 9.8441 -18.7564 -57.8574 0.0000 0.0000 0.0000 D3Z9P 0.8618 -0.8618 -2.3451 -0.8618 0.0039 2.4027 0.0080 -857.9598 57.6792 D4Z13P 0.8618 -0.8618 -2.3451 -0.8618 0.1608 2.3922 0.0075 -701.0102 47.1290 D5Z19P 5.2905 -2.6192 -7.1977 -5.2904 2.6192 7.1977 0.0081 -0.0068 -0.0010 D6Z26P 0.8122 -0.8122 -2.4009 -0.8122 0.0037 2.4552 0.0124 -808.5355 54.3561 D7Z31P 0.8122 -0.8122 -2.4009 -0.8122 0.1643 2.4444 0.0119 -647.8507 43.5540 D8Z26P 4.4802 -1.7708 -4.8526 -4.4802 1.7708 4.8526 0.0125 -0.0088 -0.0015 D9Z13P 1.7938 -1.1054 -3.5931 -1.7938 1.1054 3.5931 0.0086 -0.0067 -0.0008 D10Z31P 6.6786 -2.3454 -6.4009 -6.6786 2.3454 6.4009 0.0122 -0.0092 -0.0016 D11Z36P 2.3158 -2.3158 -5.1266 -2.3158 2.3158 5.1266 0.0118 -0.0094 -0.0017 D12Z45P 0.8602 -0.8602 -2.3757 -0.8601 0.8601 2.3757 0.0152 -0.0117 -0.0020 D13Z45P 0.8602 -0.8602 -2.3757 -0.8601 0.0039 2.4333 0.0152 -856.2879 57.5662 D14Z50P 0.8602 -0.8602 -2.3757 -0.8601 0.1629 2.4226 0.0142 -697.2866 46.8771 D15Z55P 2.0723 -2.0723 -5.7010 -2.0723 2.0723 5.7010 0.0134 -0.0113 -0.0021 D16Z68P 4.4774 -4.4774 -5.2755 -4.4774 4.4774 5.2755 0.0097 -0.0072 -0.0010 D17Z68P 4.4774 -4.4774 -5.2755 -4.4774 4.4774 5.2755 0.0100 -0.0085 -0.0022 D18Z55P 4.6057 -4.6057 -6.0810 -4.6057 4.6057 6.0810 0.0135 -0.0105 -0.0006 D19Z75P 1.1606 -1.1606 -2.8964 -1.1606 1.1606 2.8964 0.0048 -0.0033 -0.0018 D20Z75P 3.8638 -3.8638 -3.2764 -3.8638 3.8638 3.2764 0.0050 -0.0044 -0.0022 D21Z81P 0.9579 -0.9579 -2.3461 -0.9579 0.9579 2.3461 0.0020 -0.0006 -0.0027 D22Z81P 0.9579 -0.9579 -2.3461 -0.9579 0.9579 2.3461 0.0013 -0.0008 -0.0021 D23Z86P 0.7594 -0.7594 -1.8579 -0.7594 0.7594 1.8579 -0.0001 -0.0002 -0.0020 D24Z86P 0.7594 -0.7594 -1.8579 -0.7594 0.7594 1.8579 0.0001 0.0005 -0.0038 D25Z90P 0.6750 -0.6750 -1.6682 -0.6750 0.6750 1.6682 0.0000 0.0004 -0.0049 D26Z90P 0.6750 -0.6750 -1.6682 -0.6750 0.6750 1.6682 -0.0009 0.0012 -0.0020 D27Z93P 0.6281 -0.6281 -1.5518 -0.6281 0.6281 1.5518 0.0002 -0.0004 -0.0019 D28Z50P 0.8602 -0.8602 -2.3757 -0.8601 0.8601 2.3757 0.0143 -0.0116 -0.0021 D29Z0P 0.8618 -0.8618 -2.3451 32.8064 -27.0457 -184.6214 0.0000 0.0000 0.0000 D30Z9P 0.8618 -0.8618 -2.3451 -0.8618 0.8618 2.3451 0.0071 -0.0059 0.0015 D31Z19P 1.6740 -1.6740 -4.7459 -1.6740 1.6740 4.7459 0.0087 -0.0062 -0.0007
17:07:07 03/17/10 Designed by
Helman O. Mozo
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585 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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17:07:07 03/17/10
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2.4009 2.4009 2.3451 2.4009 4.7766 2.3757 2.3757 2.3757 0.7739 0.7739 0.7739 0.7739 0.8264 0.8263 0.8264 0.8263 0.7739 0.7739 0.7215 0.7215 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7735 1.2725 1.2725 0.7735 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7034 0.7034
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Helman O. Mozo
Page
Job
586 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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17:07:07 03/17/10
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0.1755 0.1755 0.1623 0.1686 0.1688 0.1622 0.2591 0.2591 0.1797 0.1839 0.1884 0.1928 0.1974 0.2020 0.2066 0.2113 0.2161 0.2208 0.2256 0.2304 0.2352 0.2400 0.2448 0.2496 0.2544 0.0001 -0.0007 0.0009 0.0027 0.0077 0.0282 0.0071 0.0080 0.1840 0.1928 0.2020 0.2113 0.2208 0.2304 0.2400 0.2496 -0.0024 0.0007 0.0005 0.0040 0.0050 0.0284 0.0000 0.0004 0.0060 701.0101 0.0096
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Helman O. Mozo
Page
Job
587 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P
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Helman O. Mozo
Page
Job
588 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
589 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
590 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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17:07:07 03/17/10
0.0481 0.0481 0.0482 0.0483 0.0484 0.0484 0.0485 0.0516
0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 43.01 -13874.91 -434.42 5627.50 147.06 -4807.18 -167.49 D128P 43.01 -5627.50 -147.06 -3388.17 -194.83 -4416.80 -167.49 D129P 43.01 1534.44 -20.22 1419.76 269.38 1472.90 124.23 D130P 43.01 -440.69 -12.72 506.86 -286.93 26.88 -121.72 D131P 43.01 838.75 47.09 -368.67 237.90 144.36 87.52 D132P 43.00 -516.17 17.74 4508.06 -323.57 985.91 -75.53 D133P 43.00 -4508.06 323.57 -6974.07 336.51 -2057.87 118.30 D134P 43.00 921.13 52.38 4315.40 189.43 1057.41 48.83 D135P 43.00 921.13 -52.38 -306.99 -56.59 105.78 -18.77 D136P 43.00 306.99 56.59 386.00 43.83 83.57 12.11 D137P 43.00 -386.00 -43.83 -66.21 -32.55 -90.04 -15.21 D138P 43.00 66.21 32.55 -278.79 -167.31 -42.03 -26.64 D139P 43.00 278.79 167.31 354.02 199.74 83.44 48.40 D140P 43.00 -354.02 -199.74 -216.13 -37.05 -105.21 -43.69 D141P 43.00 216.13 37.05 -674.20 -338.54 -96.00 -63.19 D142P 43.00 674.20 338.54 1198.43 506.76 217.02 97.96 D143P 1.71 -13781.13 20943.29 -5609.66 9645.10 -11681.20 18426.74 D144P 278.48 -134.68 -621.27 6201.78 -1099.84 5733.31 -1626.43 D145P 1.70 9502.37 -10119.73 13781.14 -20943.29 13984.09 -18656.47 D146P 1.71 5609.66 -9645.10 -4235.62 5925.24 827.73 -2240.88 D147P 1.71 2812.36 -4320.34 -880.79 427.67 1163.60 -2344.98 D148P 1.72 1562.19 -2124.06 -244.73 -5.76 793.65 -1283.02 D149P -44.01 -49.95 243.60 98.22 892.47 33.98 799.65 D150P -44.01 -167.87 1420.03 3583.68 5186.97 2404.29 4650.48 D151P 24.21 358.87 426.28 295.88 151.59 650.73 574.33 D152P -0.03 339.71 -554.97 -165.55 -240.82 314.11 -1435.28 D153P -0.01 20.96 -95.51 -7.27 -15.92 24.70 -200.97 D154P 278.47 -134.67 621.27 -2002.96 938.15 -1010.01 736.82 D155P 43.00 -4315.40 -189.43 -6974.07 -336.51 -1579.49 -73.58 D156P 43.00 368.67 -237.90 516.17 -17.74 261.44 -75.53 D157P 43.01 -506.86 286.93 -838.75 -47.09 -491.00 87.52 D158P 43.01 -1419.76 -269.38 440.69 12.72 -464.30 -121.72 D159P 43.01 3388.17 194.83 -1534.44 20.22 1070.86 124.23 D160P 1.71 4235.63 -5925.24 -474.01 686.34 2266.04 -3155.97 D161P 1.71 474.01 -686.34 4615.92 -5775.39 3066.23 -3892.61 D162P 1.71 -4615.92 5775.39 -2812.36 4320.33 -4474.87 6081.76 D163P 1.71 880.79 -427.67 -870.35 1756.19 6.29 800.31
0.1883 0.1974 0.2066 0.2160 0.2256 0.2352 0.2448 0.2544
-0.1874 -0.1964 -0.2057 -0.2151 -0.2247 -0.2343 -0.2439 -0.2535
-0.0026 -0.0026 -0.0026 -0.0026 -0.0027 -0.0027 -0.0027 -0.0027
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
1.71 1.72 1.72 1.72 -44.01 -44.01 -44.01 -44.01 -44.00 24.21 24.21 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00 -0.03 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.01 -4.00 -4.00 -183.76 -479.64 -183.76 -183.76 -183.76 -183.77 5.30 5.31 -14.19
870.35 -2033.30 244.73 468.26 258.13 -494.36 -98.22 -368.55 554.07 -295.89 209.15 18.01 81.52 18.49 39.78 20.40 -15.36 11.85 165.56 36.44 36.66 15.77 16.98 7.27 -10.90 -15.20 -8.37 -3540.42 -1661.81 338.06 -99.07 -109.44 -139.94 66.43 59.24 59.24 -176.15 152.50 25.63 -104.75 99.78 31.81 32.38 14184.69 -210.80 -3840.16 -5242.88 -2484.84 -1246.10 -284.07 -1093.04 106.40
-1756.20 2033.30 2326.18 -1562.18 5.76 -468.25 -1073.43 2108.30 -785.95 167.88 -73.41 -258.12 -892.46 494.36 -446.45 49.95 -46.54 368.55 -151.59 -209.16 -5.18 632.62 -391.83 -36.44 -289.43 -36.65 -89.43 -15.76 -141.47 -16.97 -44.96 10.91 108.62 15.20 9.62 8.38 240.81 -18.00 49.90 -81.51 11.76 -18.48 -2.56 -39.77 22.67 -20.95 15.91 -20.39 -23.00 15.36 -31.82 -11.85 0.55 0.01 -1899.29 1661.81 -53.96 -733.72 -499.81 -110.85 -1835.67 17.93 -610.95 -190.58 1441.15 -66.43 8231.41 55.24 1849.28 -39.84 -1849.28 176.15 -361.90 -152.50 563.56 -25.63 -21.49 104.75 -746.58 -99.78 984.15 -31.81 -324.27 -32.38 -1915.97 135.80 -5016.50 5242.88 -1699.47 924.70 -1166.75 -14184.68 2294.75 2926.30 1513.74 27.49 777.86 -813.06 396.35 -45.51 -270.24 557.85 -121.23 69.28
-2326.18 1749.19 2124.05 -2165.95 1073.43 -134.65 -724.33 1552.14 -1420.03 299.85 785.95 -529.65 73.41 278.84 -243.60 -224.25 446.46 649.41 5.18 -501.94 -150.27 836.60 -49.91 -33.23 -11.77 80.92 2.55 4.92 -22.68 41.12 22.99 56.47 31.81 -0.27 -0.56 36.50 391.82 266.13 289.42 -81.29 89.42 32.79 141.46 -43.28 95.50 -7.16 44.95 -23.65 -108.63 8.04 -9.63 -48.77 -0.01 -15.08 53.96 -1094.99 -3103.14 -1173.58 -1240.26 113.28 -2035.35 -32.96 1266.43 -92.13 -8231.40 -50.97 13335.42 21.81 8329.16 3.92 361.90 40.54 -563.56 -39.63 21.49 25.26 746.58 25.78 -984.15 -26.97 324.27 12.54 1915.97 -0.12 -2900.71 19.49 -2294.75 11703.35 1645.13 674.63 5016.50 -10825.73 2701.93 -1395.53 2139.62 -1480.34 1289.29 -1240.46 1035.83 -231.99 1865.58 -376.71 -40.41 174.61
17:07:07 03/17/10
-2459.27 2680.86 650.11 -1082.99 -1552.72 501.54 -576.51 -485.71 281.49 -145.52 -154.49 -796.73 -543.24 -156.69 -296.06 -39.63 253.28 16.35 1141.02 612.01 182.49 250.53 213.13 109.77 -237.40 -74.76 0.98 -1075.59 -1546.67 -867.56 -1572.41 201.29 -1677.04 3865.29 2055.32 -256.18 -111.61 116.48 143.36 -228.21 241.44 333.59 -558.21 -4404.37 -51.35 2312.16 3010.05 2200.82 1245.27 1008.07 1122.91 -160.65
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -479.64 -4.01 -4.01 -4.01 -4.01 -4.01 -183.76 -183.76 -183.76 -183.76 -183.77 -183.77 -183.77 -183.77 5.31 5.31 5.31 5.30 5.30 -14.20 -14.20 0.03 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 158.14 158.14 158.15 158.15 158.16 158.17 158.17 158.18 158.19 158.19 158.20 -166.31 -368.26
7.88 -29.21 -210.80 39.84 190.58 -17.93 110.85 733.72 -2926.30 112.04 5539.96 -27.48 -680.11 2690.25 813.07 -1021.55 482.97 -633.33 45.52 175.03 -161.46 -69.28 41.60 -76.89 -71.82 -118.96 -42.56 -25.02 -81.79 -12.45 247.17 201.55 174.37 131.10 77.72 50.36 48.89 32.13 3.36 7455.46 2756.13 -2238.50 -1364.49 -840.54 186.21 4674.22 -842.04 -842.03 -475.72 532.89 37.57 -684.61
-118.47 -40.78 1699.46 -8329.16 -1266.43 2035.35 1240.26 3103.14 -2701.93 1229.78 -3146.33 -2139.62 1203.55 -2182.26 -1289.30 865.47 -661.00 61.02 -1035.82 -462.19 -10.98 40.40 -504.44 -189.19 -131.36 -46.90 -74.72 -33.72 37.65 -12.96 -140.52 -146.95 -75.79 -47.45 -44.37 -23.85 15.39 25.79 7.82 -94.89 56.91 -14.41 -14.91 68.19 16.17 319.41 57.94 -57.94 87.87 -71.12 35.67 -156.77
-247.16 140.52 -50.35 23.84 -388.74 -976.67 55.24 -13335.42 139.94 -1441.15 109.44 610.95 99.07 1835.67 -338.06 499.81 -112.03 -1229.79 -5539.95 3146.33 2484.85 -1513.74 680.11 -1203.55 -2690.24 2182.26 1246.11 -777.86 1021.56 -865.48 -1033.22 483.46 1093.05 270.25 -482.96 661.01 633.33 -61.02 284.08 -396.35 -175.03 462.20 -41.60 504.44 78.20 88.19 -201.54 146.94 -174.36 75.78 -131.09 47.44 -77.71 44.36 -48.88 -15.40 -32.12 -25.80 -3.35 -7.83 76.90 189.18 71.83 131.35 118.97 46.89 42.57 74.72 29.22 40.77 25.03 33.71 81.80 -37.65 12.46 12.95 0.01 -0.01 -2756.13 -56.91 1717.31 -237.52 -3276.90 306.30 -971.60 -325.30 107.29 237.30 -4674.21 -319.41 7059.00 334.39 -4425.39 184.87 475.72 -87.87 -532.89 71.12 -37.57 -66.53 684.61 137.57 -777.95 -158.24
17:07:07 03/17/10
-431.57 -143.50 -283.28 13.30 97.66 33.39 99.55 228.56 -1830.32 -3269.83 4834.22 393.15 -2030.33 2371.30 1105.20 -1237.81 1109.31 -785.73 477.83 323.16 -236.84 -110.20 119.06 -502.18 -444.03 -450.99 -216.92 -133.29 -205.45 -28.50 584.50 493.07 529.07 313.23 192.88 135.97 235.71 80.43 6.07 2739.10 2191.55 -2749.85 -948.92 -225.17 -1108.44 2102.87 -1063.65 -63.09 -121.63 98.62 142.79 -192.85
39.77 -30.56 341.51 -3031.06 -800.01 965.61 1458.69 2081.34 -2368.50 2636.21 -2807.27 -2013.96 2039.64 -1783.21 -1298.06 812.61 -275.04 508.22 -772.03 -604.30 317.60 541.49 -413.70 -76.19 -100.25 0.97 -54.76 -88.59 21.37 -37.49 87.75 -28.13 -52.12 49.18 -6.48 17.79 -40.16 69.87 14.09 -88.48 -88.48 145.53 -138.19 93.81 -74.89 117.18 49.03 -25.11 19.17 -27.40 34.25 -41.54
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-567.38 -607.69 -958.07 148.44 -170.59 148.44 148.44 148.43 148.42 52.61 52.61 -18.36 0.03 0.01 -170.59 158.18 158.16 158.16 158.15 158.14 148.44 148.43 148.43 148.43 148.42 148.42 148.42 148.42 52.61 52.61 52.61 52.60 52.60 -18.36 -18.36 0.03 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 305.21
777.95 -249.56 -1149.10 -2731.25 43.07 5349.19 2136.81 1484.30 957.90 -0.67 -101.07 -324.18 322.08 20.98 43.06 4425.39 -107.29 971.60 3276.90 -1717.30 -434.12 1600.76 -1186.14 -487.11 1104.61 -784.57 51.59 424.71 182.73 -420.01 -164.37 -370.67 541.25 266.68 -167.95 22.56 80.36 18.78 39.73 20.37 -15.35 11.87 159.02 38.14 36.23 15.89 16.97 7.27 -10.92 -15.19 -8.36 -2725.88
139.30 -69.08 -328.10 3503.88 614.38 -5194.43 -3591.26 -2434.27 -1415.70 163.77 1098.33 -443.99 -485.39 -74.17 -614.38 -184.87 -237.30 325.30 -306.30 237.52 642.20 -2538.97 1526.42 796.15 -1901.47 1000.11 113.18 -969.61 -651.18 -172.37 -800.03 -373.52 -82.77 158.36 -4.48 -349.57 -251.35 -58.35 -117.58 -26.19 120.23 14.05 179.59 11.05 -25.25 -27.68 0.05 -4.14 -40.55 -37.51 -2.45 1195.93
249.56 1149.10 -1709.20 -2136.81 -5947.65 2731.25 434.12 487.11 -51.59 164.37 3653.05 -266.67 -159.01 -7.26 1618.20 7059.00 -186.21 840.54 1364.49 2238.49 -1600.75 1186.15 -1484.29 -1104.61 784.57 -957.90 -424.71 1926.51 101.07 -182.73 420.01 0.67 370.68 167.96 -570.96 -38.13 -36.22 -15.88 -16.96 10.93 15.19 8.37 -22.55 -80.35 -18.77 -39.72 -20.97 -20.36 15.36 -11.86 0.01 1331.98
65.25 294.79 -470.29 3591.26 764.42 -3503.89 -642.20 -796.15 -113.18 800.04 4758.20 -158.36 -179.60 4.13 -1103.09 -334.39 -16.17 -68.19 14.91 14.41 2538.96 -1526.42 2434.27 1901.47 -1000.12 1415.70 969.61 -361.98 -1098.32 651.18 172.38 -163.76 373.52 4.48 114.01 -11.06 25.24 27.67 -0.06 40.54 37.50 2.45 349.56 251.34 58.34 117.57 74.17 26.18 -120.24 -14.05 -0.01 351.23
17:07:07 03/17/10
189.60 188.53 -331.25 -2932.56 -5579.72 4853.12 1548.75 1187.60 545.97 115.23 2500.14 -587.22 294.11 24.74 784.93 1606.77 -86.72 661.23 2201.08 301.08 -1225.83 1678.86 -1608.70 -958.87 1138.06 -1049.68 -224.77 1416.40 199.76 -424.25 179.94 -260.43 641.88 431.97 -734.37 -28.08 79.62 5.23 41.06 56.44 -0.29 36.51 246.13 -76.14 31.49 -42.98 -7.22 -23.61 8.02 -48.79 -15.07 -812.46
37.75 47.30 -92.53 4274.18 1302.94 -5224.21 -2550.28 -1946.04 -921.01 678.40 4122.24 -598.65 -1199.38 -126.33 -811.49 -72.65 -74.89 93.81 -138.19 145.53 1916.36 -2449.03 2385.96 1625.07 -1747.94 1455.31 652.28 -802.16 -1231.42 337.02 -441.79 -378.17 204.65 161.84 108.86 -650.43 -407.82 -55.33 -212.18 25.88 284.49 29.74 954.37 473.26 59.69 162.13 133.85 39.75 -290.00 -93.00 -4.44 901.79
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
305.22 305.22 305.23 305.23 305.24 305.25 305.26 305.27 305.27 305.28 -329.20 -646.57 -959.47 -999.78 -999.78 417.04 622.87 417.04 417.03 417.03 417.03 9.04 9.03 20.66 -0.03 -0.01 622.87 305.25 305.24 305.23 305.22 305.22 417.03 417.03 417.03 417.03 417.03 417.03 417.03 417.03 9.04 9.04 9.04 9.04 9.04 20.66 20.66 -0.02 -0.02 -0.02 -0.01 -0.01
-1331.98 -351.23 249.67 614.35 -61.92 2045.91 -107.96 -245.88 -179.22 3437.85 78.35 -10462.60 57.72 -1772.52 57.72 1772.52 -169.19 515.10 157.34 -751.45 42.48 -29.24 -297.64 1023.87 281.60 -1161.18 -30.86 358.84 -248.52 1799.53 3106.27 -22414.41 134.35 1788.53 1106.06 2748.91 -1779.29 8366.97 -1154.49 3401.84 -615.68 1459.84 -225.24 465.68 -834.16 -178.82 -84.60 71.24 52.00 -131.69 -15.16 -40.77 134.35 -1788.52 38.32 8133.88 230.22 -725.94 -48.57 -1936.52 206.07 -934.59 486.86 -3153.56 1753.45 3860.76 -1010.38 -622.20 2108.85 -7389.26 1346.33 -917.77 -919.55 1066.44 1425.24 -3490.03 1074.76 -1252.92 -1080.71 1088.31 371.47 -768.24 -555.24 164.71 -22.01 -1130.94 121.84 -456.71 -111.87 7.77 45.66 -28.36 -10.85 494.07 -48.89 -186.50 -46.62 -131.95 -98.52 -46.74 -26.76 -74.84 -12.71 -33.65
-486.86 3153.56 -206.07 934.59 48.57 1936.52 -230.22 725.94 -78.35 10462.60 55.64 -13364.09 -38.32 -8133.88 169.19 -515.09 -157.34 751.45 -42.48 -31.08 297.64 -1054.05 -281.60 1131.43 30.86 -362.67 248.52 -1799.53 -307.30 2826.18 1779.30 -8366.97 -600.71 -2080.09 -3106.27 22414.40 -1753.45 -3860.77 -1346.33 917.76 -1074.76 1252.91 22.01 1130.95 1110.60 1960.13 -45.67 28.37 -209.19 145.79 -37.15 23.80 28.81 637.74 55.64 13364.08 179.22 -3437.85 107.96 245.88 61.92 -2045.91 -249.67 -614.35 1010.38 622.19 -2108.84 7389.26 1154.50 -3401.84 919.56 -1066.44 -1425.24 3490.02 615.69 -1459.85 1080.71 -1088.31 -577.49 536.74 834.16 178.83 -371.46 768.25 555.24 -164.71 225.24 -465.67 -121.83 456.71 10.85 -494.06 -56.35 -128.22 -175.52 145.90 -150.40 75.99 -114.14 47.42 -62.81 44.41 -37.73 -15.43
17:07:07 03/17/10
-891.05 1372.87 21.74 772.26 -5.42 1617.66 -103.85 147.42 -63.61 3433.10 24.01 -4270.31 3.92 -2000.39 39.08 216.57 -39.38 152.74 22.87 -155.80 67.25 -214.19 -76.38 284.19 57.66 -281.19 45.62 -301.94 -64.41 536.08 2943.11 -18543.00 -440.70 -275.52 -1201.32 15113.10 -2128.16 2714.58 -1506.52 2602.17 -1018.33 1634.19 -143.04 1123.82 194.58 1253.81 -129.47 99.00 -283.52 25.43 -94.34 -30.62 77.10 -543.73 13.15 3007.75 120.98 -1230.28 21.67 -616.90 127.09 -1413.44 137.02 -2176.63 1664.96 2700.58 -1879.05 4076.54 1965.87 -6500.67 1364.99 -1195.31 -1412.52 2744.86 1229.47 -2981.85 1298.48 -1410.38 -998.91 978.95 848.61 -414.87 -652.28 656.68 375.33 -911.97 244.30 -649.24 -164.50 326.94 56.17 -519.21 -66.78 363.60 -404.75 -73.24 -355.34 -100.92 -383.56 1.22 -161.54 -54.87 -90.98 -88.52
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00
-74.14 -9.51 209.20 175.53 150.41 114.15 62.82 37.15 37.74 27.98 1.49
37.64 -13.01 -145.79 -145.90 -76.00 -47.43 -44.42 -23.81 15.42 25.76 7.79
-27.97 -1.48 48.90 46.63 98.53 26.76 15.17 12.72 74.15 9.52 0.01
-25.77 -7.80 186.50 131.94 46.73 74.83 40.77 33.64 -37.65 13.00 -0.01
17:07:07 03/17/10
-184.18 -19.82 465.50 400.68 448.99 254.15 140.66 89.95 201.80 67.63 2.71
21.41 -37.54 73.41 -25.19 -52.79 49.42 -6.59 17.74 -40.09 69.91 14.04
*** Analysis Results for Load Case No. 24 "VIENTO4"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 6.578e-005 -0.0003935 -0.004783 0.1791 0.1691 0.0386 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0004927 -587.7 39.51 0.0000 0.0000 0.0000 -3.522 -594.7 48.1 D4Z13P -6.822e-005 -1000 68.47 0.0000 0.0000 0.0000 -6.822e-005 -1007 81.81 D5Z19P -0.0006669 -0.01057 -0.0008874 0.0732 0.0590 0.8877 -6.341 -6.351 18.73 D6Z26P -0.0002592 -548.3 36.86 0.0000 0.0000 0.0000 -2.533 -554.1 63.14 D7Z31P -0.0005096 -935.9 62.92 0.0000 0.0000 0.0000 -0.0005096 -941.4 94.24 D8Z26P -0.0002659 -0.01425 -0.0009776 0.0947 0.0760 1.1224 -5.833 -5.847 26.28 D9Z13P -0.0001362 -0.01044 -0.0004362 0.0439 0.0343 0.6406 -6.703 -6.714 13.34 D10Z31P -0.0005039 -0.0147 -0.001116 0.0770 0.0769 1.2050 -5.495 -5.509 31.32 D11Z36P -0.000699 -0.0149 -0.001253 0.0915 0.0750 1.1325 -5.159 -5.173 36.32 D12Z45P -0.0008488 -0.01917 -0.0009539 0.0929 0.0675 1.0146 -4.604 -4.622 44.57 D13Z45P -0.000851 -577 38.79 0.0000 0.0000 0.0000 -2.384 -581.6 83.37 D14Z50P -0.0008302 -995 66.89 0.0000 0.0000 0.0000 -0.0008302 -999.2 117.2 D15Z55P -0.0007803 -0.0178 -0.001031 0.1877 0.0556 0.8555 -3.884 -3.901 55.28 D16Z68P -0.001233 -0.01025 -0.001466 -0.2359 0.0017 0.0116 3.03 -3.042 67.95 D17Z68P -0.000501 -0.01367 -0.001195 -0.1041 0.0238 0.6957 -3.032 -3.045 67.95 D18Z55P -0.0009547 -0.01457 -0.001184 0.1335 0.0040 0.0312 3.882 -3.898 55.28 D19Z75P -0.0003156 -0.004351 -0.001968 -0.0016 0.0053 0.0301 2.533 -2.538 75.35 D20Z75P -0.001187 -0.008471 -0.001587 -0.0504 0.0630 0.5835 -2.535 -2.542 75.35 D21Z81P -0.000482 -0.0008012 -0.002608 -0.0425 -0.0015 0.0303 2.132 -2.133 81.32 D22Z81P -0.0006521 -0.00306 -0.0023 0.0189 0.0311 0.4954 -2.133 -2.136 81.32 D23Z86P -0.0007541 -0.001511 -0.002881 0.0085 0.0152 0.4320 -1.827 -1.828 85.87 D24Z86P 1.087e-005 0.0006358 -0.003202 -0.0035 0.0235 0.0331 1.827 -1.826 85.87 D25Z90P 0.0003574 0.001087 -0.00389 -0.0371 -0.0448 0.0369 1.577 -1.575 89.59 D26Z90P -0.0006994 0.0001631 -0.003666 -0.0339 0.0851 0.3768 -1.577 -1.576 89.59 D27Z93P -6.702e-005 -0.0004435 -0.004656 0.1859 -0.1562 0.3247 -1.325 -1.325 93.33 D28Z50P -0.0008329 -0.01852 -0.0009843 0.0111 0.0643 0.9375 -4.215 -4.233 50.35
Helman O. Mozo
Page
Job
596 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D29Z0P 0 D30Z9P -0.0004875 D31Z19P 0.000275 D32Z26P -0.0005632 D33Z26P -0.0005623 D34Z13P -2.663e-005 D35Z31P -0.0005277 D36Z36P -0.0004963 D37Z45P -0.0006943 D38Z45P -0.0006922 D39Z50P -0.0008272 D40Z113P 0.0002378 D41Z113P 0.0003404 D42Z110P 0.0002835 D43Z110P 0.00044 D44Z107P 0.0002951 D45Z107P 0.0003544 D46Z103P 0.0002264 D47Z103P 0.0003582 D48Z100P 0.0002021 D49Z100P 0.000263 D50Z97P -0.0001401 D51Z97P 0.0004059 D52Z95P -0.003961 D53Z98P -0.001124 D54Z102P -0.001016 D55Z105P 0.0001683 D56Z108P -0.0001956 D57Z112P 0.0004026 D58Z115P -1.293e-005 D59Z95P 0.004125 D60Z98P 0.001502 D61Z102P 0.001546 D62Z105P 0.0004564 D63Z108P 0.0008762 D64Z112P 0.0002913 D65Z115P 0.0007609 D66Z117P 0.0005312 D67Z118P 0.0005839 D68Z118P 0.0002784 D69Z117P 0.000271 D70Z119P 0.0006668 D71Z119P 0.0006506 D72Z121P 0.000462 D73Z121P 0.000534 D74Z122P 0.0004349 D75Z122P 0.0004763 D76Z124P 0.0002958 D77Z124P 0.0003298 D78Z125P 0.0002576 D79Z125P 0.0002777 D80Z126P 0.0001228
0 0 0.0000 0.0000 -587.7 39.51 0.0000 0.0000 -0.00827 -0.0007817 0.0073 -0.0021 -548.3 36.86 0.0000 0.0000 -0.01064 -0.0009838 0.0128 -0.0028 -0.008276 -0.000392 0.0001 0.0069 -0.01106 -0.001146 -0.0018 0.0023 -0.0114 -0.001302 0.0144 0.0002 -0.01559 -0.001068 0.0241 0.0002 -577 38.79 0.0000 0.0000 -0.01511 -0.001122 -0.0518 -0.0013 -0.09296 -0.009819 0.3482 -0.0080 -0.09335 -0.009828 0.3506 0.0064 -0.07338 -0.009282 0.3188 0.0129 -0.07372 -0.009298 0.3179 -0.0121 -0.05516 -0.008632 0.3156 -0.0160 -0.05554 -0.00866 0.3156 0.0168 -0.03838 -0.007843 0.2528 0.0367 -0.03874 -0.007887 0.2534 -0.0350 -0.02331 -0.006926 0.2807 -0.0637 -0.02361 -0.006992 0.2823 0.0662 -0.01066 -0.005823 0.1287 0.1416 -0.01085 -0.005916 0.1309 -0.1376 -0.006766 -0.005197 0.1850 0.0021 -0.01593 -0.006526 0.2267 0.0135 -0.03118 -0.007403 0.2567 0.0071 -0.04662 -0.008316 0.2925 0.0043 -0.06428 -0.008982 0.3131 0.0004 -0.08324 -0.009591 0.3410 -0.0012 -0.103 -0.01006 0.3469 0.0035 -0.00684 -0.005306 0.1925 0.0006 -0.01568 -0.006447 0.2252 -0.0100 -0.03152 -0.007457 0.2580 -0.0051 -0.04625 -0.008281 0.2922 -0.0032 -0.06466 -0.009003 0.3123 0.0010 -0.08291 -0.00958 0.3400 -0.0023 -0.1033 -0.01006 0.3294 0.0127 -0.1147 -0.008064 0.3243 -0.0224 -0.1202 -0.00712 0.3814 0.0228 -0.1208 -0.007032 0.3681 0.0047 -0.1143 -0.008102 0.3418 0.0528 -0.1308 -0.007351 0.4466 -0.0081 -0.131 -0.007243 0.4371 0.0080 -0.1418 -0.007529 0.4446 -0.0043 -0.1419 -0.007452 0.4415 -0.0063 -0.1529 -0.007706 0.4539 -0.0030 -0.153 -0.007608 0.4488 -0.0036 -0.1643 -0.007839 0.4691 -0.0040 -0.1643 -0.007763 0.4647 -0.0042 -0.1761 -0.007971 0.4770 -0.0024 -0.1759 -0.007876 0.4712 -0.0036 -0.1879 -0.008065 0.4791 -0.0073
17:07:07 03/17/10
0.0000 0.0000 0.0082 0.0000 0.0117 0.0050 0.0124 0.0157 0.0197 0.0000 0.0171 0.1387 0.0060 0.1697 0.0114 0.2006 0.0169 0.2316 0.0223 0.2626 0.0277 0.2936 0.0331 0.3091 0.0304 0.2471 0.0196 0.1851 0.0087 0.1232 0.0359 0.2781 0.0250 0.2161 0.0142 0.1542 0.0033 0.0041 0.1171 0.0049 0.1173 0.1156 0.0040 0.1141 0.0031 0.1127 0.0023 0.1112 0.0014 0.1097 0.0005 0.1083
7.6 3.522 6.341 2.532 5.832 6.703 5.494 5.158 4.602 2.382 4.214 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.329 1.324 -1.326 1.325 -1.325 1.325 -1.325 1.329 -1.323 1.327 -1.325 1.326 -1.325 1.326 0.9022 -0.6894 0.6903 -0.9014 -0.6893 0.6907 -0.6895 0.6905 -0.6896 0.6905 -0.6897 0.6903 -0.6897 0.6903 -0.6899
-7.6 -594.7 -6.349 -554.1 -5.843 -6.711 -5.505 -5.17 -4.619 -581.6 -4.23 -1.418 -1.418 -1.398 -1.399 -1.38 -1.381 -1.363 -1.364 -1.348 -1.349 -1.336 -1.336 -1.332 -1.341 -1.356 -1.372 -1.389 -1.408 -1.428 -1.332 -1.341 -1.357 -1.371 -1.39 -1.408 -1.428 -1.016 -0.8102 -0.8108 -1.016 -0.8208 -0.821 -0.8318 -0.8319 -0.8429 -0.843 -0.8543 -0.8543 -0.8661 -0.8659 -0.8779
0 48.1 18.73 63.14 26.28 13.34 31.32 36.32 44.57 83.37 50.35 113.3 113.3 109.9 109.9 106.6 106.6 103.3 103.3 99.97 99.97 96.65 96.65 94.99 98.31 101.6 105 108.3 111.6 114.9 94.99 98.31 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5
Helman O. Mozo
Page
Job
597 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P
0.0001466 -0.1876 -0.007987 0.4766 -0.0037 -0.0003 0.0001265 -0.1995 -0.008068 0.4781 0.0001 -0.0012 -4.522e-005 -0.1999 -0.00816 0.4838 -0.0046 0.1068 -0.0002118 -0.2254 -0.005839 0.5453 0.0092 0.1057 -0.0002498 -0.2247 -0.005857 0.5343 0.0080 0.0107 -6.949e-007 -0.2075 -0.007368 0.4642 -0.0026 -0.0004 -0.0003268 -0.2166 -0.006627 0.5055 0.0121 0.1074 3.596e-005 -0.2159 -0.006616 0.4896 -0.0131 0.0059 -0.0001103 -0.2081 -0.007406 0.4910 0.0062 0.1073 5.423e-005 -0.3342 -0.006591 0.6424 0.0015 0.1057 5.464e-005 -0.3343 -0.006609 0.6468 0.0014 0.0107 -0.0001293 -0.2301 -0.005969 0.5717 0.0057 0.0107 -0.000177 -0.2364 -0.006061 0.5797 -0.0003 0.1057 -0.0001075 -0.2414 -0.006169 0.5988 0.0014 0.0107 -0.0001486 -0.2479 -0.006237 0.6064 0.0020 0.1057 -9.267e-005 -0.2533 -0.006322 0.6225 0.0016 0.0107 -0.0001187 -0.2598 -0.006368 0.6226 0.0014 0.1057 -7.513e-005 -0.2654 -0.006433 0.6314 0.0016 0.0107 -8.943e-005 -0.2719 -0.00646 0.6332 0.0015 0.1057 -5.389e-005 -0.2777 -0.006512 0.6430 0.0016 0.0107 -6.025e-005 -0.2843 -0.006525 0.6419 0.0015 0.1057 -3.229e-005 -0.2903 -0.006565 0.6498 0.0015 0.0107 -3.122e-005 -0.2968 -0.006567 0.6468 0.0015 0.1057 -1.037e-005 -0.3029 -0.006595 0.6537 0.0015 0.0107 -2.478e-006 -0.3093 -0.006586 0.6458 0.0015 0.1057 1.332e-005 -0.3155 -0.006606 0.6475 0.0015 0.0107 2.596e-005 -0.3217 -0.00659 0.6431 0.0015 0.1057 4.092e-005 -0.328 -0.006608 0.6475 0.0015 0.0107 0.001663 0.001676 -0.004465 0.0197 0.0572 0.3460 -0.001408 -0.001166 -0.003221 0.0043 0.0214 0.4032 -0.0006988 -0.002699 -0.002583 0.0072 0.0338 0.4609 -0.0006072 -0.004754 -0.002048 -0.0139 0.0378 0.5362 -0.002428 -0.01283 -0.001174 0.0320 0.0395 0.6278 -0.0008038 -0.03869 0.000438 -0.0410 0.0610 0.7686 -0.0004838 -0.006883 -0.0001858 0.0398 0.0015 0.0061 0.0004876 -0.008671 -0.0001952 0.0783 0.0253 0.4089 -0.0001495 -0.2357 -0.006081 0.5894 0.0000 0.0107 -0.0001294 -0.2473 -0.006257 0.6113 0.0004 0.0107 -0.0001046 -0.2593 -0.006387 0.6279 0.0006 0.0107 -7.934e-005 -0.2715 -0.006479 0.6371 0.0009 0.0107 -5.323e-005 -0.284 -0.006544 0.6469 0.0009 0.0107 -2.707e-005 -0.2966 -0.006586 0.6527 0.0010 0.0107 -6.62e-007 -0.3092 -0.006605 0.6508 0.0011 0.0107 2.666e-005 -0.3217 -0.006608 0.6471 0.0014 0.0107 -0.001619 0.002078 -0.004618 0.0032 -0.0249 0.0391 0.000776 0.0005672 -0.003512 -0.0064 0.0129 0.0344 -0.0004539 0.0002895 -0.002966 -0.0185 0.0073 0.0323 -0.0002882 -0.003114 -0.002263 -0.0459 -0.0012 0.0289 -0.0006812 -0.003895 -0.00195 -0.0041 0.0112 0.0282 -0.0006166 -0.03691 0.000345 -0.0783 -0.0029 0.0203 0 0 0 0.0000 0.0000 0.0000 0.0001208 -0.0002391 0.0008576 0.0582 -0.0456 0.0180
17:07:07 03/17/10
0.6901 -0.8776 0.6901 -0.8895 -0.69 -0.8899 -0.3502 -0.5754 0.3498 -0.5747 0.5767 -0.7842 -0.4637 -0.6799 0.4634 -0.6792 -0.5768 -0.7848 -0.3499 -0.6842 0.3501 -0.6843 0.3499 -0.5801 -0.3502 -0.5864 0.3499 -0.5914 -0.3501 -0.5979 0.3499 -0.6033 -0.3501 -0.6098 0.3499 -0.6154 -0.3501 -0.6219 0.3499 -0.6277 -0.3501 -0.6343 0.35 -0.6403 -0.35 -0.6468 0.35 -0.6529 -0.35 -0.6593 0.35 -0.6655 -0.35 -0.6717 0.35 -0.678 -1.438 -1.438 -1.694 -1.693 -1.968 -1.97 -2.316 -2.321 -2.763 -2.773 -3.406 -3.443 7.022 -7.029 -7.022 -7.031 0.3499 -0.5857 0.3499 -0.5973 0.3499 -0.6093 0.3499 -0.6215 0.3499 -0.634 0.35 -0.6466 0.35 -0.6592 0.35 -0.6717 1.438 -1.438 1.693 -1.692 1.967 -1.967 2.316 -2.319 2.76 -2.764 3.404 -3.442 1.325 1.457e-011 1.325 1.325
126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.87 83.77 78.59 71.98 62.4 8.59 8.59 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D139Z9P -587.7 D140Z13P -157 D141Z26P -548.3 D142Z31P -160.7 D143Z45P -577 D144Z50P -159 D145Z68P 0.0008275 D146Z55P 0.0006267 D147Z75P 0.000202 D148Z81P -7.204e-006 D149Z86P 0.0001751 D150Z90P -0.0008351 D151Z9P 587.7 D152Z9P -0.00044 D153Z0P 0 D154Z19P 0.0001663 D155Z26P 548.3 D156Z26P -0.0002769 D157Z13P -0.0001975 D158Z31P 8.251e-005 D159Z36P 0.0003187 D160Z45P -0.0004416 D161Z45P 577 D162Z50P 0.0002754 D163Z113P -0.0002412 D164Z110P -0.0002788 D165Z107P -0.0002558 D166Z103P -0.0002534 D167Z100P -0.0002591 D168Z97P -0.0002233 D169Z98P -0.0002002 D170Z105P -0.000373 D171Z112P -0.0003075 D172Z95P -0.00114 D173Z102P -0.0006991 D174Z108P -0.0005294 D175Z115P -0.0004936 D176Z117P -0.0003436 D177Z118P -0.0001024 D178Z119P 2.122e-005 D179Z121P -1.575e-005 D180Z122P 8.006e-005 D181Z124P 7.713e-005 D182Z125P 0.0001551 D183Z126P 0.0001513 D184Z128P 0.000114 D185Z131P 0.000406 D186Z129P 0.0002057 D187Z130P 0.0001617 D188Z141P -0.0001815 D189Z131P 0.0004045 D190Z133P 0.0003087
-0.006863 -0.00719 -0.01061 -0.01101 -0.01557 -0.01508 -0.01032 -0.01417 -0.004182 -0.001053 0.000736 0.0007207 -0.008148 -0.008274 0 -0.007607 -0.01111 -0.01114 -0.008696 -0.01112 -0.01115 -0.01635 -0.01633 -0.01513 -0.09334 -0.0737 -0.05554 -0.03872 -0.02364 -0.01076 -0.01779 -0.04721 -0.08337 -0.003419 -0.0303 -0.06422 -0.1032 -0.1147 -0.1207 -0.1311 -0.142 -0.153 -0.1643 -0.1759 -0.1876 -0.1994 -0.2246 -0.2076 -0.2159 -0.3343 -0.2301 -0.2414
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17:07:07 03/17/10
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0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0032 0.0189 0.0132 0.0134 0.0138 0.0167 0.0000 0.0042 0.0000 0.0039 0.0000 0.0059 0.0017 0.0055 0.0077 0.0098 0.0000 0.0058 -0.0349 -0.0261 -0.0173 -0.0085 0.0003 0.0091 0.0047 -0.0129 -0.0305 0.0136 -0.0041 -0.0217 -0.0393 -0.0488 -0.0527 -0.0522 -0.0518 -0.0513 -0.0509 -0.0504 -0.0499 -0.0495 -0.0538 -0.0526 -0.0542 -0.0537 -0.0538 -0.0538
-580.7 -150.2 -542.4 -155.2 -572.4 -154.8 3.032 3.884 2.534 2.132 1.827 1.576 594.7 7.022 7.6 6.341 554.1 5.833 6.703 5.494 5.158 4.603 581.6 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.324 1.324 1.324 1.325 0.9013 0.6899 0.69 0.69 0.6901 0.6901 0.6902 0.6902 0.6901 0.3504 0.5769 0.4635 0.3498 0.3504 0.3503
-3.529 -30.92 -0.00719 2.788 -2.543 -10.58 -0.01101 20.52 -2.399 5.782 -0.01508 39.66 3.021 67.95 3.869 55.28 2.53 75.35 2.131 81.32 1.827 85.87 1.577 89.59 3.514 48.1 7.014 8.589 7.6 0 6.333 18.73 2.522 63.14 5.822 26.28 6.694 13.34 5.483 31.32 5.147 36.32 4.587 44.57 2.367 83.36 4.199 50.35 1.232 113.3 1.251 109.9 1.269 106.6 1.286 103.3 1.301 99.98 1.314 96.66 1.307 98.32 1.278 105 1.242 111.6 1.322 95 1.295 101.6 1.261 108.3 1.222 114.9 0.787 117 0.5693 118 0.5589 119.4 0.548 120.8 0.537 122.2 0.5257 123.7 0.5141 125.1 0.5024 126.5 0.4906 127.9 0.1254 130.9 0.3691 128.9 0.2474 129.9 0.01574 140.9 0.1199 131.4 0.1086 132.6
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P
0.0002505 -0.2532 0.001086 0.6237 -0.0034 0.0001832 -0.2654 0.001174 0.6300 -0.0034 0.0001177 -0.2777 0.001237 0.6428 -0.0034 5.148e-005 -0.2902 0.001277 0.6500 -0.0034 -1.473e-005 -0.3029 0.001296 0.6551 -0.0034 -8.121e-005 -0.3155 0.001297 0.6460 -0.0034 -0.000148 -0.328 0.001297 0.6472 -0.0035 0.0003485 -0.2357 0.0008704 0.5844 -0.0055 0.0002815 -0.2473 0.001022 0.6114 -0.0029 0.0002164 -0.2593 0.001129 0.6277 -0.0035 0.0001506 -0.2715 0.001205 0.6382 -0.0034 8.458e-005 -0.284 0.001257 0.6469 -0.0034 1.84e-005 -0.2966 0.001287 0.6518 -0.0034 -4.793e-005 -0.3092 0.001295 0.6509 -0.0034 -0.0001146 -0.3217 0.001297 0.6480 -0.0035 0.0002177 0.0007522 0.0004506 0.0103 0.0256 -0.0007318 0.0004737 -0.0005474 0.0026 -0.0222 0.0001175 -0.000419 -0.001211 -0.0284 0.0062 -9.756e-005 -0.002975 -0.001887 -0.0410 -0.0025 0.0002606 -0.004126 -0.002209 -0.0064 -0.0061 -1.065e-006 -0.03694 -0.004373 -0.0754 0.0043 0 0 0 0.0000 0.0000 -0.0001319 -0.0002855 0.0007508 0.0541 0.0383 -0.000432 -587.7 -39.51 0.0000 0.0000 -2.936e-005 -1000 -89.58 0.0000 0.0000 -0.0002735 -548.3 -36.86 0.0000 0.0000 0.0001218 -1000 -84.53 0.0000 0.0000 -0.0004415 -577 -38.79 0.0000 0.0000 0.0003059 -1000 -88.28 0.0000 0.0000 0.0001087 -0.01398 -0.002865 -0.1925 -0.0218 8.232e-005 -0.01758 -0.002795 0.1607 -0.0342 0.0007456 -0.007085 -0.002427 0.0166 -0.0223 0.0007733 -0.004085 -0.001893 -0.0151 -0.0250 0.0003236 -0.0008436 -0.001115 -0.0086 -0.0059 0.001068 -0.0003974 -0.0004096 -0.0078 -0.0395 0.0003077 -587.7 -39.51 0.0000 0.0000 0.0003092 -0.009999 -0.0009048 0.0734 -0.0231 0 0 0 0.0000 0.0000 -0.0001319 -0.009819 -0.0009812 0.0540 -0.0387 0.0004643 -548.3 -36.86 0.0000 0.0000 0.0004712 -0.0146 -0.001626 0.0714 -0.0471 0.000118 -0.01078 -0.001041 0.0164 -0.0366 0.0001573 -0.01472 -0.001781 0.0401 -0.0550 -8.48e-007 -0.01465 -0.001883 0.0653 -0.0436 0.0009445 -0.01977 -0.002633 0.0664 -0.0418 0.0009444 -577 -38.79 0.0000 0.0000 0.000337 -0.01855 -0.002736 -0.0179 -0.0455 -0.0001541 -0.09297 0.005084 0.3451 0.0047 -0.0001711 -0.07336 0.00466 0.3329 -0.0055 -0.0001978 -0.05516 0.004131 0.2900 0.0033 -0.0001742 -0.03836 0.00349 0.2986 -0.0093 -9.555e-005 -0.02334 0.002719 0.2024 0.0102
17:07:07 03/17/10
-0.0538 0.3503 -0.0537 0.3502 -0.0537 0.3501 -0.0537 0.3501 -0.0537 0.35 -0.0537 0.3499 -0.0537 0.3499 -0.0538 0.3503 -0.0538 0.3503 -0.0537 0.3502 -0.0537 0.3502 -0.0537 0.3501 -0.0537 0.35 -0.0537 0.35 -0.0537 0.3499 0.0192 1.44 0.0148 1.692 0.0139 1.968 0.0115 2.316 0.0124 2.761 0.0067 3.405 0.0000 1.9e-015 0.1804 -1.325 0.0000 3.522 0.0000 -2.936e-005 0.0000 2.533 0.0000 0.0001218 0.0000 2.383 0.0000 0.0003059 0.4277 -3.031 0.5203 -3.883 0.3451 -2.533 0.2919 -2.132 0.2506 -1.826 0.2139 -1.575 0.0000 -3.522 0.3564 -7.022 0.0000 -7.6 0.6039 -6.341 0.0000 -2.532 0.7151 -5.832 0.4800 -6.703 0.7487 -5.494 0.7015 -5.158 0.6252 -4.602 0.0000 -2.382 0.5771 -4.214 0.0699 -1.325 0.0883 -1.325 0.1067 -1.325 0.1251 -1.325 0.1435 -1.325
0.09675 0.08461 0.07227 0.05975 0.04713 0.03454 0.022 0.1143 0.1027 0.09067 0.07846 0.06602 0.05345 0.04079 0.02827 1.441 1.693 1.967 2.313 2.756 3.368 1.325 1.325 -580.7 -993.3 -542.4 -994.5 -572.4 -995.8 3.017 3.866 2.527 2.128 1.826 1.576 -580.7 7.012 7.6 6.331 -542.4 5.818 6.692 5.48 5.144 4.583 -572.4 4.196 1.232 1.252 1.27 1.287 1.302
133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -30.92 -76.24 -10.58 -53.21 5.78 -37.92 67.95 55.28 75.35 81.32 85.87 89.59 -30.92 8.589 0 18.73 -10.58 26.28 13.34 31.32 36.32 44.57 5.78 50.35 113.3 109.9 106.6 103.3 99.98
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P
1.696e-005 -9.174e-005 -7.338e-005 -0.000123 0.001017 0.0003019 7.54e-005 9.343e-005 -0.0001256 -0.0003543 2.126e-005 4.506e-005 0.0001125 0.0001039 0.0001703 0.0001704 0.0002587 0.0003706 0.0002963 0.0004769 -0.0001818 0.0004346 0.0003615 0.0002816 0.0002066 0.0001331 6.007e-005 -1.268e-005 -8.152e-005 -0.0001486 0.0003714 0.0002969 0.0002272 0.000158 8.913e-005 2.029e-005 -4.779e-005 -0.000115 -0.0002241 0.001116 0.0005099 0.0009569 0.0008022 0.0002443 0 -587.7 157 -548.3 160.7 -577 159 587.7
-0.01057 0.001812 0.2680 -0.0291 -0.01755 0.002297 0.2132 0.0017 -0.04683 0.003838 0.2877 0.0008 -0.08303 0.004895 0.3381 0.0006 -0.003332 0.001328 0.1854 0.0014 -0.02996 0.003143 0.2634 -0.0022 -0.06385 0.004425 0.3153 0.0012 -0.1029 0.005274 0.3365 0.0029 -0.1142 0.003221 0.3346 -0.0342 -0.1203 0.002159 0.3774 -0.0007 -0.1307 0.002335 0.4421 0.0122 -0.1417 0.002512 0.4469 -0.0006 -0.1529 0.002641 0.4542 0.0017 -0.1643 0.002772 0.4698 0.0010 -0.1761 0.002864 0.4766 0.0014 -0.1879 0.002958 0.4807 0.0013 -0.2 0.003024 0.4847 0.0040 -0.2254 0.0006336 0.5397 0.0043 -0.2081 0.002262 0.4766 0.0003 -0.2165 0.001452 0.5037 -0.0069 -0.3342 0.001254 0.6419 -0.0034 -0.2308 0.0007324 0.5655 0.0002 -0.2421 0.000906 0.5943 -0.0035 -0.2538 0.001035 0.6175 -0.0033 -0.2658 0.001126 0.6265 -0.0034 -0.2781 0.00119 0.6381 -0.0034 -0.2905 0.001231 0.6449 -0.0034 -0.303 0.00125 0.6488 -0.0034 -0.3155 0.001254 0.6426 -0.0034 -0.328 0.001254 0.6426 -0.0035 -0.2364 0.0008308 0.5821 -0.0047 -0.2479 0.0009816 0.6070 -0.0045 -0.2598 0.001088 0.6228 -0.0041 -0.2719 0.001164 0.6323 -0.0040 -0.2843 0.001216 0.6420 -0.0040 -0.2968 0.001245 0.6478 -0.0039 -0.3093 0.001254 0.6459 -0.0036 -0.3217 0.001254 0.6422 -0.0035 0.0001608 0.0002967 0.0065 -0.0448 -0.000839 -0.0007794 0.0143 0.0019 -0.002685 -0.001497 -0.0308 -0.0289 -0.006071 -0.002194 -0.0143 -0.0210 -0.007554 -0.002473 0.0085 -0.0212 -0.03877 -0.004415 -0.0370 -0.0338 0 0 0.0000 0.0000 -0.009908 39.51 0.0000 0.0000 -0.009082 -10.55 0.0000 0.0000 -0.01456 36.86 0.0000 0.0000 -0.01453 -10.8 0.0000 0.0000 -0.01975 38.79 0.0000 0.0000 -0.01849 -10.69 0.0000 0.0000 -0.008655 -39.51 0.0000 0.0000
17:07:07 03/17/10
0.1619 0.1527 0.1159 0.0791 0.1711 0.1343 0.0975 0.0607 0.0511 0.0480 0.0483 0.0485 0.0488 0.0491 0.0493 0.0496 0.0499 0.0378 0.0484 0.0426 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.1938 0.2311 0.2700 0.3173 0.3769 0.4678 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-1.325 1.314 96.66 -1.325 1.307 98.32 -1.325 1.278 105 -1.325 1.242 111.6 -1.324 1.322 95 -1.325 1.295 101.6 -1.325 1.261 108.3 -1.325 1.222 114.9 -0.9018 0.7874 117 -0.6904 0.5697 118 -0.69 0.5593 119.4 -0.69 0.5483 120.8 -0.6899 0.5371 122.2 -0.6899 0.5257 123.7 -0.6898 0.5139 125.1 -0.6898 0.5021 126.5 -0.6897 0.49 127.9 -0.3496 0.1246 130.9 -0.5764 0.3686 128.9 -0.4629 0.2468 129.9 -0.3502 0.01582 140.9 -0.3496 0.1192 131.4 -0.3496 0.1079 132.6 -0.3497 0.0962 133.7 -0.3498 0.08415 134.8 -0.3499 0.07192 135.9 -0.3499 0.0595 137 -0.35 0.04696 138.1 -0.3501 0.03447 139.2 -0.3501 0.02203 140.3 -0.3496 0.1136 132 -0.3497 0.1021 133.1 -0.3498 0.0902 134.2 -0.3498 0.07807 135.3 -0.3499 0.06572 136.4 -0.35 0.05324 137.5 -0.35 0.0407 138.7 -0.3501 0.02825 139.8 -1.44 1.44 91.63 -1.691 1.691 87.87 -1.967 1.965 83.77 -2.315 2.31 78.59 -2.76 2.753 71.98 -3.405 3.366 62.4 -1.325 1.457e-011 93.33 -594.7 3.513 48.1 150.2 -0.009082 2.788 -554.1 2.518 63.14 155.2 -0.01453 20.52 -581.6 2.363 83.36 154.8 -0.01849 39.66 580.7 -3.531 -30.92
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D295Z26P 548.3 D296Z45P 577 D297Z131P -0.0001714 D298Z133P -0.0001683 D299Z134P -0.0001323 D300Z135P -0.0001043 D301Z136P -7.476e-005 D302Z137P -4.573e-005 D303Z138P -1.681e-005 D304Z139P 1.177e-005 D305Z140P 4.011e-005
-0.01418 -0.01915 -0.2308 -0.2421 -0.2538 -0.2658 -0.2781 -0.2905 -0.303 -0.3155 -0.328
-36.86 -38.79 -0.005961 -0.00616 -0.006313 -0.00642 -0.006499 -0.006552 -0.006582 -0.006589 -0.006591
0.0000 0.0000 0.5687 0.5947 0.6189 0.6251 0.6379 0.6451 0.6502 0.6412 0.6423
17:07:07 03/17/10
0.0000 0.0000 0.0006 0.0018 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015
0.0000 0.0000 0.1057 0.1057 0.1057 0.1057 0.1057 0.1057 0.1057 0.1057 0.1057
542.4 572.4 -0.3502 -0.3502 -0.3501 -0.3501 -0.3501 -0.35 -0.35 -0.35 -0.35
-2.547 -10.58 -2.402 5.782 -0.5808 131.4 -0.5921 132.5 -0.6038 133.7 -0.6158 134.8 -0.6281 135.9 -0.6405 137 -0.653 138.1 -0.6655 139.2 -0.678 140.3
Joint Support Reactions for Load Case "VIENTO4": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -0.49 0.0 0.36 0.0 137.01 0.0 0.0 137.01 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 14.41 0.0 34.95 0.0 163.27 0.0 0.0 167.59 0.0 -2.07 0.0 -0.9 0.0 -2.24 0.0 0.0 D29Z0P -12.01 0.0 28.48 0.0 134.42 0.0 0.0 137.93 0.0 -1.52 0.0 0.6 0.0 -0.17 0.0 0.0 D137Z93P -0.00 0.0 94.29 0.0 39.83 0.0 0.0 102.36 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -1.18 0.0 16.02 0.0 1.46 0.0 0.0 16.13 0.0 -1.87 0.0 -0.5 0.0 -0.17 0.0 0.0 D212Z93P 1.18 0.0 0.36 0.0 -33.64 0.0 0.0 33.67 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 0.36 0.0 21.07 0.0 -12.52 0.0 0.0 24.51 0.0 -2.40 0.0 0.8 0.0 -1.92 0.0 0.0 D287Z93P -0.00 0.0 104.63 0.0 38.87 0.0 0.0 111.61 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO4": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -----------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.3629 -0.7215 0.4874 -0.0000 -136.2848 0.0000 0.0000 0.0000 D1Z93P 0.0000 -0.7833 -1.5518 0.0000 0.7833 1.5518 0.0001 -0.0004 -0.0048 D2Z0P 0.0000 -1.1808 -2.3451 -14.4061 -33.7700 -160.9276 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.1808 -2.3451 0.0000 0.5930 2.3846 0.0005 -587.7249 39.5126 D4Z13P 0.0000 -1.1808 -2.3451 -0.0000 0.1623 2.4135 -0.0001 -1000.0000 68.4736 D5Z19P -0.3529 -4.2984 -7.1977 0.3529 4.2984 7.1977 -0.0007 -0.0106 -0.0009 D6Z26P 0.0000 -1.1015 -2.4009 -0.0000 0.5532 2.4377 -0.0003 -548.2799 36.8594 D7Z31P 0.0000 -1.1015 -2.4009 -0.0000 0.1656 2.4638 -0.0005 -935.8587 62.9167 D8Z26P -0.3579 -3.1464 -4.8526 0.3579 3.1464 4.8526 -0.0003 -0.0143 -0.0010 D9Z13P -0.0909 -1.7003 -3.5931 0.0909 1.7003 3.5931 -0.0001 -0.0104 -0.0004 D10Z31P -0.5725 -4.3720 -6.4009 0.5725 4.3720 6.4009 -0.0005 -0.0147 -0.0011 D11Z36P 0.0000 -3.1707 -5.1266 -0.0000 3.1707 5.1266 -0.0007 -0.0149 -0.0013 D12Z45P 0.0000 -1.1592 -2.3757 -0.0000 1.1592 2.3757 -0.0008 -0.0192 -0.0010 D13Z45P 0.0000 -1.1592 -2.3757 -0.0000 0.5822 2.4145 -0.0009 -577.0166 38.7911 D14Z50P 0.0000 -1.1592 -2.3757 -0.0000 0.1642 2.4426 -0.0008 -995.0101 66.8932 D15Z55P 0.0000 -2.7837 -5.7010 -0.0000 2.7837 5.7010 -0.0008 -0.0178 -0.0010 D16Z68P 0.0000 -6.1939 -5.2755 -0.0000 6.1939 5.2755 -0.0012 -0.0102 -0.0015 D17Z68P 0.0000 -6.1939 -5.2755 -0.0000 6.1939 5.2755 -0.0005 -0.0137 -0.0012
Helman O. Mozo
Page
Job
602 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
603 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
604 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
605 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
606 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P
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17:07:07 03/17/10
1.7003 3.1924 2.2607 1.1592 0.5822 1.1592 0.4057 0.4032 0.4176 0.4149 0.3953 0.3629 0.7582 1.9633 0.8090 0.3629 0.8102 0.8209 0.7743 0.3685 0.5466 0.3566 2.2599 0.3583 0.3541 2.2663 0.3507 0.3276 0.2086 0.1519 0.1519 0.0608 0.0565 0.0566 0.0567 0.0568 0.0569 0.0570 0.0570 0.0571 0.0608 0.1134 0.1136 1.9000 0.1139 0.1141 0.1143 1.9130 0.1182 0.4203 2.9028 2.9824
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Helman O. Mozo
Page
Job
607 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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17:07:07 03/17/10
1.3261 0.0010 1.5702 0.0008 3.7052 0.0002 -38.1488 0.0000 2.3846 -587.7156 2.3345 156.9508 2.4377 -548.2651 2.3901 160.6866 2.4145 -576.9962 2.3650 159.0030 2.3055 587.7167 2.3640 548.2654 2.3369 576.9965 0.0964 -0.0002 0.0964 -0.0002 0.0964 -0.0001 0.0964 -0.0001 0.0964 -0.0001 0.0964 -0.0000 0.0964 -0.0000 0.0964 0.0000 0.1032 0.0000
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 20.39 -9614.71 -1088.93 4033.24 207.90 -3253.27 -513.53 D128P 20.39 -4033.24 -207.90 -2163.87 -1447.00 -3035.98 -810.74 D129P 20.39 1072.79 486.42 649.86 6.22 858.88 245.62 D130P 20.39 -284.36 -56.87 558.66 -826.92 111.42 -359.00 D131P 20.39 484.59 -653.47 -503.41 775.61 -5.78 37.51 D132P 20.39 -441.04 1091.16 3330.88 -5696.85 713.73 -1137.50 D133P 20.39 -3330.89 5696.85 -5066.77 9280.92 -1505.06 2684.37 D134P 20.39 691.60 1250.95 3128.70 5746.65 771.43 1413.02 D135P 20.39 691.60 -1250.95 -151.46 324.40 93.03 -159.58 D136P 20.39 151.46 -324.40 224.73 -475.55 45.37 -96.47 D137P 20.39 -224.73 475.55 -46.27 20.68 -53.96 98.80 D138P 20.39 46.27 -20.68 -72.67 452.07 -5.22 85.29 D139P 20.39 72.67 -452.07 112.93 -558.59 24.47 -133.26 D140P 20.39 -112.93 558.59 -134.15 181.94 -45.59 136.65 D141P 20.39 134.15 -181.94 -320.94 978.71 -39.15 166.99 D142P 20.39 320.94 -978.71 623.94 -1533.73 109.50 -291.17 D143P -82.76 -5311.33 25161.94 -1992.09 10680.67 -4399.65 21591.93 D144P -125.08 -260.76 -1557.96 3986.05 339.42 3520.33 -1151.50 D145P -82.77 6030.73 -7566.52 5311.33 -25161.94 6812.05 -19656.73 D146P -82.76 1992.09 -10680.67 -3175.96 5152.25 -713.17 -3330.37 D147P -82.76 884.88 -4697.65 -1225.27 -579.08 -205.06 -3178.76 D148P -82.76 505.48 -2167.40 -738.12 -1025.18 -140.14 -1923.24 D149P -23.96 200.35 468.02 496.99 529.92 490.83 702.43
-0.0061 -0.0076 -0.0388 0.0000 -0.0099 -0.0091 -0.0146 -0.0145 -0.0198 -0.0185 -0.0087 -0.0142 -0.0191 -0.2308 -0.2421 -0.2538 -0.2658 -0.2781 -0.2905 -0.3030 -0.3155 -0.3280
-0.0022 -0.0025 -0.0044 0.0000 39.5101 -10.5522 36.8582 -10.8045 38.7892 -10.6917 -39.5112 -36.8611 -38.7930 -0.0060 -0.0062 -0.0063 -0.0064 -0.0065 -0.0066 -0.0066 -0.0066 -0.0066
Helman O. Mozo
Page
Job
608 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D150P -23.96 -104.59 D151P 9.38 333.14 D152P -0.00 316.82 D153P -0.00 27.18 D154P -125.08 -260.75 D155P 20.39 -3128.70 D156P 20.39 503.41 D157P 20.39 -558.66 D158P 20.39 -649.86 D159P 20.39 2163.86 D160P -82.76 3175.96 D161P -82.76 -181.21 D162P -82.76 -1129.70 D163P -82.76 1225.28 D164P -82.76 18.89 D165P -82.76 -199.98 D166P -82.76 738.13 D167P -82.76 -219.39 D168P -23.96 -99.17 D169P -23.96 -236.34 D170P -23.96 -496.98 D171P -23.96 -451.32 D172P -23.96 382.22 D173P 9.38 -248.38 D174P 9.38 172.33 D175P -0.00 58.72 D176P -0.00 99.71 D177P -0.00 24.16 D178P -0.00 52.13 D179P -0.00 26.68 D180P -0.00 -23.35 D181P -0.00 15.00 D182P -0.00 172.10 D183P -0.00 63.52 D184P -0.00 46.21 D185P -0.00 22.40 D186P -0.00 23.89 D187P -0.00 11.14 D188P -0.00 -14.15 D189P -0.00 -20.01 D190P -0.00 -9.34 D308P 9.21 3266.68 D309P 9.21 1128.28 D310P 9.21 -1378.73 D311P 9.21 -1019.13 D312P 9.21 -558.11 D313P 9.21 141.65 D314P 9.21 3468.87 D315P 9.21 -602.05 D316P 9.21 -602.04 D317P 9.21 -412.62 D318P 9.21 438.22
2245.59 208.56 -400.13 -81.50 1557.95 -5746.65 -775.61 826.93 -6.22 1447.00 -5152.25 -366.99 7835.39 579.08 -1891.26 3542.64 1025.18 -1816.40 -854.06 591.41 -529.92 -457.58 88.92 -84.43 -334.56 -301.47 -232.54 -167.20 -119.15 -46.33 -17.55 -3.92 467.58 261.05 197.46 138.86 99.85 63.47 29.83 6.27 2.09 -1516.74 -154.72 -370.38 -1282.44 -425.47 1028.69 5695.71 1273.77 -1273.77 -348.53 493.13
3073.79 248.37 -172.09 -11.13 -1465.55 -5066.77 441.04 -484.59 284.36 -1072.79 181.22 1129.71 -884.87 -18.88 199.99 -505.48 219.39 922.07 104.60 99.18 236.35 -200.34 451.32 -172.34 506.95 -63.51 -46.20 -22.39 -23.88 14.16 20.02 9.35 -58.71 -99.70 -24.15 -52.12 -27.17 -26.67 23.36 -14.99 0.01 -1128.28 651.55 -2108.30 -824.27 162.38 -3468.86 5187.74 -3250.93 412.62 -438.23 -11.61
2563.34 2089.93 84.43 577.94 -467.58 261.03 -63.47 28.95 -131.54 -815.66 -9280.92 -1146.62 -1091.16 279.06 653.47 -380.68 56.87 -173.33 -486.42 630.29 366.99 2022.40 -7835.39 571.38 4697.66 -1213.60 1891.26 726.74 -3542.64 131.85 2167.40 -424.98 1816.40 576.82 -1150.53 423.30 -2245.59 3.82 854.06 -96.54 -591.41 -183.45 -468.02 -458.68 457.57 586.71 334.56 -418.13 -58.16 675.11 -261.05 -8.63 -197.46 96.50 -138.86 3.19 -99.85 50.95 -29.83 73.66 -6.27 -6.00 -2.09 43.93 301.47 204.51 232.54 -65.25 167.20 39.80 119.15 -53.60 81.50 -5.92 46.33 -28.01 17.55 16.61 3.92 -63.13 -0.00 -16.83 154.72 1246.41 -2072.46 871.94 -916.08 -1738.56 -1342.53 -748.79 889.35 -121.52 -5695.71 -821.75 9274.89 1551.47 5803.77 -778.03 348.53 -32.63 -493.13 -102.61 18.75 84.94
17:07:07 03/17/10
3384.87 291.18 -1565.00 -261.47 673.97 -2102.49 -551.58 540.18 24.02 554.91 -2882.69 -4941.20 7550.03 1488.15 -3273.43 3439.78 1711.79 -1787.31 -2181.76 1017.42 -789.27 -651.50 384.66 248.59 -390.32 -1014.58 -775.56 -552.01 -394.99 -137.36 -42.97 -10.83 1387.06 890.26 657.70 465.35 327.09 198.03 85.45 18.38 3.76 -793.89 -1091.10 -641.40 -1066.26 142.45 -1152.65 2683.09 1429.16 -159.36 -101.50 101.92
Helman O. Mozo
Page
Job
609 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P
9.21 11.61 9.21 -405.43 9.21 479.47 9.21 -130.75 9.21 -690.78 -134.39 5844.16 -379.53 -40.49 -134.39 1241.59 -134.39 -1497.13 -134.39 -446.59 -134.39 -114.19 12.68 -45.46 12.68 23.05 -18.35 -186.33 0.02 377.16 0.01 10.89 -379.53 -40.50 9.21 3250.94 9.21 -162.38 9.21 824.27 9.21 2108.30 9.21 -651.55 -134.39 -1513.96 -134.39 947.33 -134.39 2312.18 -134.39 -153.81 -134.39 256.12 -134.39 1065.05 -134.39 517.99 -134.39 -317.83 12.68 -11.99 12.68 -395.81 12.68 -318.08 12.68 -75.10 12.68 -5.27 -18.36 147.07 -18.36 -109.15 0.02 96.27 0.01 48.98 0.01 -59.86 0.01 17.03 0.01 -6.17 0.00 -104.22 0.00 -14.06 0.02 37.64 0.01 103.30 0.01 112.12 0.01 89.87 0.01 42.71 0.01 29.40 0.00 49.83 0.00 40.14
-18.75 -464.74 613.50 -187.15 -1107.31 -7733.31 -835.26 3378.19 4597.60 2809.62 1521.87 324.88 323.33 -193.34 214.00 -0.12 835.26 -5803.77 -889.35 1342.53 916.08 2072.46 -1423.05 2226.34 -3584.70 -1797.27 2022.61 -2257.10 -958.18 1400.96 -593.77 537.12 -443.17 83.82 -268.79 95.04 -338.93 -49.78 11.75 -2.65 0.78 0.08 0.12 0.12 82.11 -19.01 4.55 -0.93 0.33 -0.02 0.10 0.12
405.43 -479.47 130.75 690.78 -987.05 1497.14 -3071.20 -5844.15 1513.96 153.82 -517.98 318.08 3150.81 -147.07 -37.63 -29.39 973.02 5187.74 -141.65 558.11 1019.13 1378.73 -947.32 -2312.18 446.59 -256.12 -1065.04 114.19 317.83 61.54 -23.04 12.00 395.82 45.46 75.10 109.16 -418.01 -103.29 -112.11 -89.86 -42.70 -49.82 -40.13 -3.36 -96.26 -48.97 59.87 -17.02 -10.88 6.19 104.23 14.07
464.74 82.46 -613.50 -116.68 187.15 112.60 1107.31 117.37 -1664.24 -194.45 -4597.60 4422.47 1331.74 -2940.49 7733.31 -2764.30 1423.05 10.14 1797.27 -176.37 958.18 -380.83 443.17 191.90 -1192.52 2233.99 -95.05 -331.35 -82.11 612.38 0.02 -33.35 -811.80 440.61 -9274.89 1180.64 -1028.69 -89.83 425.48 504.42 1282.44 1483.12 370.38 420.07 -2226.34 -1482.70 3584.70 -822.20 -2809.62 1661.91 -2022.61 -246.94 2257.10 -487.30 -1521.87 710.39 -1400.96 503.51 1314.53 -154.39 -323.33 -24.66 593.77 -270.16 -537.12 54.72 -324.88 -20.86 -83.82 49.15 338.92 254.66 113.89 -523.92 19.01 -12.66 -4.55 -113.86 0.93 -270.03 -0.33 -46.30 -0.10 -101.00 -0.12 -260.35 -0.06 -31.42 49.78 -105.73 -11.75 97.99 2.65 310.20 -0.78 131.39 0.12 57.41 -0.08 64.18 -0.12 277.87 -0.12 97.78
17:07:07 03/17/10
88.18 -142.17 147.74 192.85 -321.20 -7428.26 469.17 6673.57 3626.90 2775.23 1494.01 540.61 -611.80 -286.62 237.88 -0.18 11.08 -2109.64 -566.73 645.13 1042.60 1411.17 -2198.43 3500.62 -3852.00 -2301.13 2578.14 -2276.49 -1421.17 1635.84 -645.52 796.01 -690.00 -169.68 -248.19 431.30 -223.65 -55.49 12.99 -3.09 0.81 -0.03 0.00 0.11 237.88 -55.49 12.99 -3.09 0.81 -0.18 -0.03 0.00
Helman O. Mozo
Page
Job
610 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P
0.00 -464.36 -464.36 -464.37 -464.38 -464.39 -464.40 -464.41 -464.43 -464.44 -464.45 -464.46 318.84 751.41 1177.89 1275.20 2120.94 -280.95 -51.76 -280.96 -280.95 -280.94 -280.93 7.38 7.38 -8.60 -0.01 -0.01 -51.77 -464.42 -464.39 -464.38 -464.37 -464.36 -280.95 -280.94 -280.94 -280.94 -280.94 -280.93 -280.93 -280.93 7.38 7.38 7.38 7.38 7.38 -8.60 -8.59 -0.01 -0.01 -0.01
3.37 3624.56 1199.69 -1400.94 -1019.02 -627.34 78.75 3073.84 -528.24 -528.23 -430.69 452.67 8.00 -497.51 572.37 -158.14 -777.51 5873.50 202.45 1183.43 -1416.56 -436.78 -140.20 249.43 -40.59 -265.40 206.06 27.29 202.44 2955.23 52.34 516.05 2372.50 -920.97 -1537.83 954.87 2336.15 -151.05 274.32 1090.28 418.37 -39.26 -178.92 -158.78 -561.29 -439.39 258.20 205.63 -104.89 85.75 92.84 25.89
0.06 1915.59 485.81 292.34 1271.25 539.02 -1019.78 -5246.65 -1209.27 1209.27 355.54 -498.44 83.75 631.23 -766.13 255.79 1368.52 7794.17 1369.82 -3942.47 -4593.90 -2830.54 -1549.66 388.01 1977.04 -99.65 -282.24 -60.17 -1369.82 5533.77 530.35 -831.29 -1374.76 -1821.96 1369.58 -2262.64 3565.56 1774.55 -2035.06 2254.91 904.80 -1328.20 -723.05 499.24 -431.83 -378.57 117.14 55.06 344.31 -258.27 -194.60 -136.09
0.01 -1199.69 920.97 -2372.50 -516.05 -52.34 -3073.84 4702.58 -2955.23 430.69 -452.67 -8.00 497.51 -572.37 158.14 777.51 -1147.08 1416.57 -4366.51 -5873.49 1537.83 151.05 -418.36 561.30 2940.51 -205.63 -130.23 -11.16 1370.76 4702.58 -78.75 627.35 1019.02 1400.94 -954.86 -2336.15 436.78 -274.31 -1090.27 140.20 39.26 425.11 40.60 178.92 158.79 -249.42 439.40 104.90 -345.27 -73.59 -43.63 -23.05
0.00 -485.81 1821.96 1374.76 831.29 -530.35 5246.64 -8805.04 -5533.77 -355.54 498.44 -9.28 -590.10 806.68 -246.54 -1288.11 2057.96 4593.90 201.60 -7794.17 -1369.58 -1774.55 -904.80 431.83 3234.67 -55.06 -401.43 -43.42 817.60 8805.04 1019.78 -539.02 -1271.25 -292.34 2262.64 -3565.56 2830.54 2035.06 -2254.91 1549.66 1328.20 -1513.44 -1977.04 723.05 -499.24 -388.01 378.57 -344.30 53.18 -222.38 -160.44 -113.74
17:07:07 03/17/10
6.11 1413.39 1038.92 -1881.36 -623.55 -208.72 -739.72 1393.72 -703.41 -16.80 -106.53 88.53 99.95 -141.07 134.80 129.81 -223.04 4391.60 -3934.96 -2816.86 73.06 -172.12 -336.48 570.65 2041.17 -468.13 136.77 29.10 743.32 1071.39 -7.80 417.21 1608.36 277.27 -1501.62 -832.10 1670.44 -256.24 -491.54 741.26 275.68 232.44 -97.36 14.18 -283.31 -484.83 491.02 308.63 -447.40 21.94 88.74 5.12
0.11 833.37 1130.59 831.18 854.05 2.66 1043.94 -2518.40 -1361.62 147.04 102.99 -101.09 -100.11 189.60 -186.86 -216.36 397.10 7462.69 1484.97 -7049.03 -3592.46 -2774.15 -1478.59 577.06 3668.37 -153.76 -1233.06 -186.83 -260.92 2006.12 458.02 -500.01 -1254.82 -1221.39 2188.08 -3510.96 3853.08 2294.95 -2584.32 2291.91 1345.18 -1711.83 -1900.52 860.34 -655.35 -539.57 348.91 -287.46 395.05 -866.91 -640.36 -450.59
Helman O. Mozo
Page
Job
611 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P
-0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -719.34 -719.34 -719.36 -719.37 -719.39 -719.41 -719.42 -719.45 -719.47 -719.48 -719.50 812.00 1578.06 2333.34 2430.65 2430.64 -472.95 78.40 -472.96 -472.95 -472.93 -472.92 -40.42 -40.43 11.05 -0.03 -0.01 78.40 -719.44 -719.40 -719.38 -719.36 -719.35 -472.94 -472.94 -472.93 -472.93 -472.92 -472.92
51.72 -95.27 -23.73 -77.22 50.48 -311.12 26.63 -27.56 14.18 -12.28 73.61 -71.85 -23.34 -5.94 20.01 -0.58 -6.01 -11.76 15.02 0.50 9.35 0.92 43.94 2.56 130.24 401.43 -85.74 258.27 80.25 1189.84 73.60 222.38 -92.83 194.60 -34.67 752.07 43.64 160.44 -25.88 136.09 32.04 534.82 23.06 113.74 -51.70 95.27 -51.66 376.98 23.74 77.22 -27.28 60.17 -6.39 247.80 11.17 43.42 -26.62 27.56 -27.86 128.01 -14.17 12.28 23.35 5.94 16.56 32.85 -20.00 0.58 -15.01 -0.50 -63.14 0.14 -9.33 -0.92 0.01 0.00 -16.82 -1.66 -9727.31 2568.80 4281.91 -588.02 -3173.97 1154.54 -4281.91 588.02 -1753.32 2375.32 -2956.68 1451.75 1972.70 319.33 1640.26 675.35 1801.34 495.93 1041.27 1456.76 670.26 1245.74 695.23 1097.76 -242.80 -159.92 955.68 506.62 218.92 106.47 2934.99 2422.24 4816.51 7286.66 1914.45 2397.88 -4816.51 -7286.67 -5109.62 -9271.70 -1779.00 -2967.65 668.03 -1227.60 3036.22 -5648.10 748.00 -1388.41 668.03 1227.60 -188.26 -345.00 82.63 152.01 188.26 345.00 255.58 489.90 53.53 100.69 -255.58 -489.90 -48.51 52.93 -60.54 -87.00 48.51 92.68 -184.10 -579.59 -26.81 -96.27 184.10 652.42 221.55 762.10 53.49 186.51 -221.55 -690.29 -167.54 -219.91 -71.80 -167.95 167.54 229.16 -408.67 -1219.52 -50.54 -207.56 408.67 1219.52 797.53 1908.28 139.79 362.49 -5071.84 -25267.53 -2032.73 -10660.27 -4279.86 -21643.25 -34.50 666.43 4126.27 -408.78 3866.65 243.48 5021.85 8734.66 5071.85 25267.53 6062.28 20421.73 2032.73 10660.27 -3173.43 -5217.05 -687.17 3279.05 898.97 4723.23 -1227.65 541.21 -198.00 3171.35 475.97 2298.60 -668.37 702.15 -115.90 1807.68 15.99 390.98 383.82 542.08 281.42 656.76 202.53 390.13 3210.64 -2624.79 2402.43 -1572.91 173.67 322.20 154.69 121.07 326.34 440.55 280.60 182.12 -24.93 -69.40 461.12 203.29 24.94 -0.10 -16.18 -0.03 15.79 -0.23 -34.50 -666.43 -1662.96 1937.65 -802.04 600.64 -3036.22 5648.11 -5109.62 9271.70 -1139.67 2087.41 -955.68 -506.62 -2935.00 -2422.24 -1149.58 -865.40 -670.26 -1245.74 242.80 159.92 -155.98 -396.21 -1640.26 -675.35 -1041.27 -1456.76 -1271.66 -1011.11 1753.32 -2375.32 -1972.70 -319.34 -126.73 -1556.64 3173.44 5217.05 180.62 -406.03 2020.52 2898.20 -180.62 406.03 1111.00 7822.11 560.47 4956.71 -1111.00 -7822.11 -898.97 -4723.23 -1210.82 -7557.43 1227.65 -541.21 -32.42 -1879.88 720.02 -1458.49 32.42 1879.88 166.90 3603.25 120.07 3303.09 -166.89 -3603.25 -475.96 -2298.60 -387.26 -3555.33
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
612 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D709P -472.91 D710P -472.91 D711P -40.43 D712P -40.42 D713P -40.42 D714P -40.42 D715P -40.42 D716P 11.05 D717P 11.06 D718P -0.03 D719P -0.03 D720P -0.02 D721P -0.02 D722P -0.01 D723P -0.01 D724P -0.00 D725P -0.03 D726P -0.03 D727P -0.02 D728P -0.02 D729P -0.02 D730P -0.01 D731P -0.01 D732P -0.01 D733P -0.00
668.37 -226.42 -108.98 -316.43 -383.81 -113.01 -103.36 -154.69 110.42 118.59 74.60 -39.54 32.86 6.13 -96.57 -11.11 24.94 77.60 88.11 72.93 27.81 16.19 38.68 36.00 1.51
-702.15 1300.31 -765.52 640.88 -542.08 86.38 -348.97 -121.06 349.41 -43.31 10.24 -2.26 0.61 0.15 0.12 0.07 69.40 -16.53 3.99 -0.83 0.26 0.03 0.14 0.09 0.03
226.42 -153.95 -202.52 108.99 316.43 -15.99 113.01 -110.42 327.18 -77.59 -88.10 -72.92 -27.80 -38.67 -35.99 -1.50 -118.58 -74.59 39.55 -32.85 -24.93 -6.12 96.58 11.12 0.01
-1300.31 2505.74 -390.13 765.52 -640.88 -390.98 -86.38 -349.40 -68.74 16.53 -3.99 0.83 -0.26 -0.14 -0.09 -0.03 43.31 -10.24 2.26 -0.61 0.10 -0.15 -0.12 -0.07 -0.00
17:07:07 03/17/10
539.03 -229.14 -219.25 -146.01 -47.42 -90.79 6.80 -263.49 434.91 73.96 -24.34 -202.83 9.14 -58.68 -239.07 -22.75 -168.89 5.43 230.25 72.28 5.20 18.16 243.96 84.99 2.75
-1206.30 2292.80 -813.43 989.93 -832.66 -214.40 -306.43 -467.57 278.94 -48.29 11.28 -2.59 0.64 0.03 0.05 0.06 203.29 -48.29 11.28 -2.59 0.64 -0.23 0.03 0.05 0.06
*** Analysis Results for Load Case No. 25 "VIENTO5"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P -0.0002576 -0.0001568 0.0008348 -0.0400 -0.0694 -0.0704 1.325 -1.325 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.008447 587.7 -39.51 0.0000 0.0000 0.0000 -3.531 580.7 -30.92 D4Z13P -0.008863 157 -10.55 0.0000 0.0000 0.0000 -0.008863 150.2 2.788 D5Z19P -0.0105 -0.0005344 -0.0009357 -0.0008 -0.0170 -0.0039 -6.351 -6.341 18.73 D6Z26P -0.01452 548.3 -36.86 0.0000 0.0000 0.0000 -2.547 542.4 -10.58 D7Z31P -0.01481 160.7 -10.8 0.0000 0.0000 0.0000 -0.01481 155.2 20.52 D8Z26P -0.01463 -8.821e-006 -0.001001 -0.0014 -0.0214 -0.0057 -5.847 -5.833 26.28 D9Z13P -0.01025 -1.771e-005 -0.0004828 0.0086 -0.0016 -0.0041 -6.713 -6.703 13.34 D10Z31P -0.01506 -0.0002594 -0.001139 0.0031 0.0038 -0.0090 -5.509 -5.495 31.32 D11Z36P -0.01526 -0.0004969 -0.001275 0.0017 -0.0183 -0.0088 -5.173 -5.159 36.32 D12Z45P -0.02021 -0.0007936 -0.0008928 0.0003 -0.0281 -0.0103 -4.623 -4.604 44.57 D13Z45P -0.02019 577 -38.79 0.0000 0.0000 0.0000 -2.403 572.4 5.782
Helman O. Mozo
Page
Job
613 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D14Z50P -0.0195 159 D15Z55P -0.01869 -0.0006932 D16Z68P -0.01432 0.0004424 D17Z68P -0.01417 -0.0004196 D18Z55P -0.01866 0.0005131 D19Z75P -0.007029 0.0009282 D20Z75P -0.008356 -0.001052 D21Z81P -0.003698 0.0008962 D22Z81P -0.002668 -0.0005681 D23Z86P -0.001133 -0.0006157 D24Z86P -0.00027 0.0003205 D25Z90P -8.418e-005 0.001138 D26Z90P 0.0005282 -0.0007252 D27Z93P -0.0004577 4.536e-006 D28Z50P -0.01953 -0.0007617 D29Z0P 0 0 D30Z9P -0.009327 -587.7 D31Z19P -0.009708 -7.243e-005 D32Z26P -0.01461 -548.3 D33Z26P -0.01464 0.0005861 D34Z13P -0.01027 0.0001427 D35Z31P -0.01491 0.0003496 D36Z36P -0.01501 0.0002474 D37Z45P -0.02073 0.001395 D38Z45P -0.02071 -577 D39Z50P -0.01956 0.0007863 D40Z113P -0.09432 0.0001456 D41Z113P -0.0943 -0.0001412 D42Z110P -0.07451 9.974e-005 D43Z110P -0.07449 -0.0001861 D44Z107P -0.05605 0.0001516 D45Z107P -0.05605 -0.0001866 D46Z103P -0.03904 0.0001107 D47Z103P -0.03901 -0.0001605 D48Z100P -0.02374 0.0001008 D49Z100P -0.02379 -9.259e-005 D50Z97P -0.01085 -9.404e-005 D51Z97P -0.0107 -4.54e-006 D52Z95P -0.006634 -0.004701 D53Z98P -0.01763 -0.0001772 D54Z102P -0.03152 -0.001754 D55Z105P -0.04747 -9.468e-005 D56Z108P -0.06521 -0.0006627 D57Z112P -0.08425 -0.0001296 D58Z115P -0.1045 -0.000257 D59Z95P -0.003651 0.001275 D60Z98P -0.01625 0.002028 D61Z102P -0.03074 0.0005126 D62Z105P -0.04718 0.000643 D63Z108P -0.06497 0.0001872 D64Z112P -0.08421 0.0002026 D65Z115P -0.1044 7.683e-005
-10.69 -0.0009491 -0.002934 -0.001116 -0.002872 -0.002463 -0.001563 -0.00188 -0.002319 -0.002941 -0.001053 -0.0003403 -0.003752 -0.00475 -0.0009075 0 39.51 -0.0008574 36.86 -0.001505 -0.0009078 -0.001677 -0.001811 -0.002653 38.79 -0.002788 -0.009925 0.00518 -0.009387 0.004754 -0.008737 0.004225 -0.007946 0.003583 -0.007028 0.002812 -0.005927 0.001906 -0.005302 0.002391 -0.007504 0.003933 -0.009085 0.004992 -0.01016 0.001423 -0.006551 0.003233 -0.008386 0.004518 -0.009687 0.005369
0.0000 0.0014 -0.0009 0.0205 0.0016 0.0020 -0.0250 0.0168 0.0001 0.0129 -0.0079 0.0257 -0.0581 0.1652 -0.0028 0.0000 0.0000 -0.0010 0.0000 -0.0005 0.0042 0.0060 -0.0030 0.0013 0.0000 0.0098 0.0114 -0.0069 -0.0223 0.0087 0.0324 -0.0068 -0.0610 0.0154 0.0957 -0.0176 -0.1780 0.0389 0.0051 -0.0030 -0.0088 -0.0014 -0.0011 -0.0016 0.0000 -0.0035 0.0152 0.0023 0.0059 -0.0005 0.0015 0.0081
17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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Job
616 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.9013 117 0.6898 118 0.6895 119.4 0.6897 120.8 0.6897 122.2 0.6898 123.7 0.6899 125.1 0.69 126.5 0.69 127.9 0.3503 130.9 0.5768 128.9 0.4634 129.9 0.3501 140.9 0.3502 131.4 0.3502 132.6 0.3502 133.7 0.3502 134.8 0.3502 135.9 0.3502 137 0.3502 138.1 0.3502 139.2 0.3501 140.3 0.3503 132 0.3502 133.1 0.3502 134.2 0.3502 135.3 0.3502 136.4 0.3502 137.5 0.3502 138.7 0.3501 139.8 1.44 91.63 1.692 87.87 1.968 83.77 2.316 78.59 2.761 71.98 3.405 62.4 1.325 93.33 1.325 93.33 594.7 48.1 -150.2 2.788 554.1 63.14 -155.2 20.52 581.6 83.36 -154.8 39.66 3.03 67.95 3.882 55.28 2.534 75.35 2.132 81.32 1.827 85.87 1.577 89.59 -580.7 -30.92 7.022 8.59
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P
0 -0.009989 -0.01276 -0.01283 -0.01047 -0.01305 -0.01304 -0.01615 -0.01613 -0.01539 -0.09467 -0.0749 -0.05642 -0.03938 -0.02402 -0.01102 -0.01649 -0.04754 -0.08459 -0.006715 -0.03184 -0.06559 -0.1048 -0.1164 -0.1225 -0.133 -0.144 -0.1551 -0.1665 -0.1783 -0.1901 -0.202 -0.2274 -0.2102 -0.2186 -0.3376 -0.2329 -0.2443 -0.2562 -0.2684 -0.2808 -0.2934 -0.3061 -0.3187 -0.3313 -0.2385 -0.2502 -0.2623 -0.2746 -0.2871 -0.2997 -0.3124
0 0.0004055 -548.3 -0.0003448 7.236e-005 -0.0003137 -0.0003132 -0.0005966 -577 -0.0007562 0.0002166 0.0002191 0.0001869 0.0002013 0.0001543 0.0002427 -0.001819 -0.0003149 0.0001221 0.004779 0.002043 0.0009983 0.000548 0.0003374 5.908e-005 -0.0001262 -1.885e-005 -0.0001415 -9.058e-005 -0.0001879 -0.0001484 -9.386e-005 -0.0003247 -0.0001606 -7.722e-005 0.0002469 -0.0003511 -0.0002215 -0.0001758 -0.0001084 -4.565e-005 1.869e-005 8.3e-005 0.0001481 0.0002139 -0.0002676 -0.0002034 -0.000141 -7.738e-005 -1.342e-005 5.076e-005 0.0001155
0 -0.0007261 -36.86 -0.0008718 -0.0002818 -0.001026 -0.001182 -0.001022 -38.79 -0.001093 -0.009925 -0.009391 -0.008749 -0.007971 -0.00707 -0.005989 -0.006602 -0.008405 -0.009688 -0.005375 -0.007536 -0.009093 -0.01016 -0.008126 -0.007104 -0.007336 -0.007516 -0.007695 -0.007828 -0.00796 -0.008055 -0.00815 -0.00589 -0.007418 -0.006659 -0.006641 -0.006012 -0.006211 -0.006363 -0.00647 -0.006549 -0.006602 -0.006632 -0.006639 -0.006641 -0.006112 -0.006287 -0.006418 -0.00651 -0.006575 -0.006617 -0.006636
0.0000 0.0029 0.0000 0.0043 -0.0062 0.0001 0.0028 0.0033 0.0000 0.0050 -0.0119 0.0228 -0.0326 0.0603 -0.0971 0.1758 -0.0170 -0.0064 -0.0026 -0.0077 0.0078 0.0016 0.0064 0.0487 0.0292 -0.0051 0.0013 0.0018 0.0003 0.0027 -0.0042 0.0031 0.0149 0.0159 0.0234 -0.0034 -0.0060 -0.0025 -0.0034 -0.0032 -0.0033 -0.0033 -0.0033 -0.0034 -0.0034 -0.0079 -0.0021 -0.0036 -0.0032 -0.0033 -0.0033 -0.0034
17:07:07 03/17/10
0.0000 -0.0078 0.0000 -0.0160 0.0044 0.0032 -0.0110 -0.0221 0.0000 0.0509 -0.3507 -0.3266 -0.3136 -0.2670 -0.2738 -0.1495 -0.2305 -0.2959 -0.3423 -0.1863 -0.2626 -0.3182 -0.3519 -0.3512 -0.3960 -0.4401 -0.4445 -0.4537 -0.4677 -0.4759 -0.4788 -0.4820 -0.5566 -0.4909 -0.5027 -0.6507 -0.5762 -0.6029 -0.6265 -0.6340 -0.6462 -0.6533 -0.6579 -0.6500 -0.6507 -0.5885 -0.6149 -0.6309 -0.6414 -0.6502 -0.6552 -0.6541
0.0000 0.0111 0.0000 0.0152 0.0091 0.0199 0.0219 0.0263 0.0000 0.0347 0.1047 0.0967 0.0887 0.0807 0.0726 0.0646 0.0686 0.0847 0.1007 0.0606 0.0766 0.0927 0.1087 0.1222 0.1280 0.1270 0.1259 0.1249 0.1238 0.1228 0.1218 0.1207 0.1303 0.1247 0.1290 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303 0.1303
-7.6 -6.35 -2.546 -5.846 -6.714 -5.507 -5.171 -4.619 -2.399 -4.23 -1.42 -1.4 -1.381 -1.364 -1.349 -1.336 -1.341 -1.373 -1.41 -1.332 -1.357 -1.391 -1.43 -1.018 -0.8125 -0.823 -0.834 -0.8451 -0.8565 -0.8683 -0.8801 -0.892 -0.5774 -0.7868 -0.6819 -0.6876 -0.5829 -0.5943 -0.6062 -0.6184 -0.6308 -0.6434 -0.6561 -0.6687 -0.6813 -0.5885 -0.6002 -0.6123 -0.6246 -0.6371 -0.6497 -0.6624
7.6 0 6.341 18.73 -542.4 -10.58 5.832 26.28 6.703 13.34 5.494 31.32 5.158 36.32 4.603 44.57 -572.4 5.782 4.214 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.97 1.325 96.65 1.323 98.31 1.325 105 1.325 111.6 1.33 94.99 1.327 101.6 1.326 108.3 1.326 114.9 0.902 116.9 0.6901 118 0.6899 119.4 0.69 120.8 0.6899 122.2 0.6899 123.6 0.6898 125.1 0.6899 126.5 0.6899 127.9 0.3497 130.9 0.5765 128.9 0.4633 129.9 0.3502 140.9 0.3496 131.4 0.3498 132.5 0.3498 133.7 0.3499 134.8 0.35 135.9 0.35 137 0.3501 138.1 0.3501 139.2 0.3502 140.3 0.3497 132 0.3498 133.1 0.3499 134.2 0.3499 135.3 0.35 136.4 0.3501 137.5 0.3501 138.6
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.325 0.000181 0.002213 -0.001676 1.178e-005 0.0009807 -0.0006474 -0.0001899 -0.00307 -0.0002085 -0.004205 -0.0005579 -0.03698 -0.0005396 0 0 -587.7 -0.0004197 -1000 3.423e-005 -548.3 -0.0003426 -935.9 -0.0002883 -577 -0.0005943 -995 -0.000759 -587.7 0.0006041 -548.3 -1.136e-005 -577 -0.0007957 -0.2334 -0.0003689 -0.2447 -0.0002955 -0.2566 -0.000217 -0.2687 -0.0001409 -0.281 -6.824e-005 -0.2935 4.014e-006 -0.3061 7.596e-005 -0.3187 0.0001464 -0.3312 0.0002131
-0.00664 -0.004673 -0.003485 -0.002902 -0.002273 -0.00193 0.0003559 0 39.51 68.47 36.86 62.92 38.79 66.89 39.51 36.86 38.79 -0.005962 -0.006161 -0.006314 -0.006424 -0.006502 -0.006556 -0.006586 -0.006597 -0.006599
-0.0034 0.0349 -0.0091 0.0019 0.0063 -0.0062 0.0069 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0014 -0.0030 -0.0029 -0.0030 -0.0031 -0.0031 -0.0032 -0.0033 -0.0034
17:07:07 03/17/10
-0.6512 -0.0085 0.0021 0.0171 0.0412 -0.0010 0.0727 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.5689 -0.5987 -0.6212 -0.6309 -0.6420 -0.6490 -0.6525 -0.6469 -0.6466
0.1303 0.0547 0.0560 0.0537 0.0518 0.0456 0.0437 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0631 -0.0631 -0.0631 -0.0630 -0.0630 -0.0630 -0.0630 -0.0630 -0.0630
-0.675 -1.438 -1.692 -1.968 -2.319 -2.765 -3.442 -1.325 -594.7 -1007 -554.1 -941.4 -581.6 -999.2 -594.7 -554.1 -581.6 -0.5834 -0.5947 -0.6066 -0.6187 -0.631 -0.6435 -0.6561 -0.6687 -0.6812
0.3502 1.438 1.693 1.967 2.316 2.76 3.404 1.457e-011 3.522 3.423e-005 2.532 -0.0002883 2.383 -0.000759 -3.522 -2.533 -2.384 -0.3504 -0.3503 -0.3502 -0.3501 -0.3501 -0.35 -0.3499 -0.3499 -0.3498
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 48.1 81.81 63.14 94.24 83.37 117.2 48.1 63.14 83.37 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "VIENTO5": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P 102.07 0.0 -0.00 0.0 51.22 0.0 0.0 114.20 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 34.54 0.0 14.35 0.0 164.02 0.0 0.0 168.23 0.0 0.79 0.0 1.9 0.0 -0.16 0.0 0.0 D29Z0P 21.14 0.0 -0.43 0.0 -21.14 0.0 0.0 29.90 0.0 -0.59 0.0 2.1 0.0 -0.14 0.0 0.0 D137Z93P 0.36 0.0 0.59 0.0 -26.73 0.0 0.0 26.74 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 19.90 0.0 -0.65 0.0 -5.37 0.0 0.0 20.62 0.0 0.58 0.0 2.2 0.0 0.17 0.0 0.0 D212Z93P 98.76 0.0 -0.00 0.0 51.42 0.0 0.0 111.34 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 33.57 0.0 -13.37 0.0 149.60 0.0 0.0 153.91 0.0 -0.79 0.0 2.0 0.0 0.16 0.0 0.0 D287Z93P 0.36 0.0 -0.50 0.0 105.68 0.0 0.0 105.68 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -----------------------------------------------------------------------------------------------------D0Z93P -0.3629 0.0000 -0.7215 -101.7116 -0.0000 -50.4958 0.0000 0.0000 0.0000 D1Z93P -0.7833 0.0000 -1.5518 0.7833 -0.0000 1.5518 -0.0003 -0.0002 0.0008 D2Z0P -1.1808 0.0000 -2.3451 -33.3551 -14.3542 -161.6716 0.0000 0.0000 0.0000
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D3Z9P D4Z13P D5Z19P D6Z26P D7Z31P D8Z26P D9Z13P D10Z31P D11Z36P D12Z45P D13Z45P D14Z50P D15Z55P D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P
-1.1808 -1.1808 -5.5584 -1.1015 -1.1015 -4.4244 -2.0250 -6.4159 -3.1707 -1.1592 -1.1592 -1.1592 -2.7837 -6.1939 -6.1939 -6.3666 -1.5395 -5.3625 -1.2526 -1.2526 -0.9791 -0.9791 -0.8577 -0.8577 -0.7833 -1.1592 -1.1808 -1.1808 -2.2823 -1.1015 -1.1015 -1.1808 -1.1015 -2.2607 -1.1592 -1.1592 -1.1592 -0.4058 -0.4058 -0.4033 -0.4033 -0.4177 -0.4177 -0.4149 -0.4149 -0.3953 -0.3953 -0.3629 -0.3629 -0.3629 -0.7582 -0.8102
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-2.3451 -2.3451 -7.1977 -2.4009 -2.4009 -4.8526 -3.5931 -6.4009 -5.1266 -2.3757 -2.3757 -2.3757 -5.7010 -5.2755 -5.2755 -6.0810 -2.8964 -3.2764 -2.3461 -2.3461 -1.8579 -1.8579 -1.6682 -1.6682 -1.5518 -2.3757 -2.3451 -2.3451 -4.7459 -2.4009 -2.4009 -2.3451 -2.4009 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.7739 -0.7739 -0.8264 -0.8264 -0.8264 -0.8264 -0.7739 -0.7739 -0.7215 -0.7215 -0.7215 -1.4954 -1.6003
1.1807 1.1807 5.5583 1.1015 1.1015 4.4244 2.0250 6.4159 3.1707 1.1592 1.1592 1.1592 2.7837 6.1939 6.1939 6.3666 1.5395 5.3625 1.2526 1.2526 0.9791 0.9791 0.8577 0.8577 0.7833 1.1592 -19.9579 1.1807 2.2822 1.1015 1.1015 1.1807 1.1015 2.2607 1.1592 1.1592 1.1592 0.4057 0.4057 0.4032 0.4032 0.4176 0.4176 0.4149 0.4149 0.3953 0.3953 0.3629 0.3629 0.3629 0.7582 0.8102
17:07:07 03/17/10
0.5877 0.1570 -0.0000 0.5483 0.1607 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.5770 0.1590 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.4304 -0.5877 -0.0000 -0.5483 0.0000 0.0000 0.0000 0.0000 0.0000 -0.5770 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
2.3055 2.3345 7.1977 2.3640 2.3901 4.8526 3.5931 6.4009 5.1266 2.3757 2.3369 2.3650 5.7010 5.2755 5.2755 6.0810 2.8964 3.2764 2.3461 2.3461 1.8579 1.8579 1.6682 1.6682 1.5518 2.3757 23.4833 2.3846 4.7459 2.4377 2.4009 2.3451 2.4009 4.7766 2.3757 2.4145 2.3757 0.7739 0.7739 0.7739 0.7739 0.8263 0.8264 0.8263 0.8264 0.7739 0.7739 0.7215 0.7215 0.7215 1.4954 1.6003
-0.0084 587.7168 -0.0089 156.9508 -0.0105 -0.0005 -0.0145 548.2654 -0.0148 160.6866 -0.0146 -0.0000 -0.0102 -0.0000 -0.0151 -0.0003 -0.0153 -0.0005 -0.0202 -0.0008 -0.0202 576.9960 -0.0195 159.0030 -0.0187 -0.0007 -0.0143 0.0004 -0.0142 -0.0004 -0.0187 0.0005 -0.0070 0.0009 -0.0084 -0.0011 -0.0037 0.0009 -0.0027 -0.0006 -0.0011 -0.0006 -0.0003 0.0003 -0.0001 0.0011 0.0005 -0.0007 -0.0005 0.0000 -0.0195 -0.0008 0.0000 0.0000 -0.0093 -587.7159 -0.0097 -0.0001 -0.0146 -548.2651 -0.0146 0.0006 -0.0103 0.0001 -0.0149 0.0003 -0.0150 0.0002 -0.0207 0.0014 -0.0207 -576.9955 -0.0196 0.0008 -0.0943 0.0001 -0.0943 -0.0001 -0.0745 0.0001 -0.0745 -0.0002 -0.0560 0.0002 -0.0560 -0.0002 -0.0390 0.0001 -0.0390 -0.0002 -0.0237 0.0001 -0.0238 -0.0001 -0.0109 -0.0001 -0.0107 -0.0000 -0.0066 -0.0047 -0.0176 -0.0002 -0.0315 -0.0018
-39.5113 -10.5522 -0.0009 -36.8610 -10.8045 -0.0010 -0.0005 -0.0011 -0.0013 -0.0009 -38.7929 -10.6918 -0.0009 -0.0029 -0.0011 -0.0029 -0.0025 -0.0016 -0.0019 -0.0023 -0.0029 -0.0011 -0.0003 -0.0038 -0.0048 -0.0009 0.0000 39.5103 -0.0009 36.8583 -0.0015 -0.0009 -0.0017 -0.0018 -0.0027 38.7891 -0.0028 -0.0099 0.0052 -0.0094 0.0048 -0.0087 0.0042 -0.0079 0.0036 -0.0070 0.0028 -0.0059 0.0019 -0.0053 0.0024 -0.0075
Helman O. Mozo
Page
Job
620 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
621 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
622 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
623 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
-0.1607 2.3901 0.5770 2.4145 -0.1590 2.3650 -0.0000 5.2755 -0.0000 5.7010 -0.0000 2.8964 -0.0000 2.3461 0.0000 1.8579 0.0000 1.6682 -0.5877 2.3055 -0.0000 4.7968 13.3659 -147.2574 0.0000 6.7073 -0.5483 2.3640 -0.0000 4.3623 0.0000 3.5931 -0.0000 4.8526 -0.0000 4.7766 -0.0000 2.3757 -0.5770 2.3369 -0.0000 2.3757 0.0000 0.7739 0.0000 0.7739 0.0000 0.8263 0.0000 0.8263 0.0000 0.7739 0.0000 0.7215 -0.0000 1.4954 -0.0000 2.9727 0.0000 1.5479 0.0000 0.7215 0.0000 1.6003 0.0000 1.6003 0.0000 1.5475 0.0000 0.7735 0.0000 1.2725 -0.0000 0.9792 -0.0000 2.1004 -0.0000 0.9604 -0.0000 0.9494 -0.0000 2.0784 -0.0000 0.9384 -0.0000 0.7034 -0.0000 0.3307 -0.0000 0.2342 -0.0000 0.2342 0.0000 0.1032 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964
-0.0129 -0.0167 -0.0154 -0.0105 -0.0146 -0.0045 -0.0011 0.0002 0.0009 -0.0089 -0.0090 0.0000 -0.0100 -0.0128 -0.0128 -0.0105 -0.0131 -0.0130 -0.0162 -0.0161 -0.0154 -0.0947 -0.0749 -0.0564 -0.0394 -0.0240 -0.0110 -0.0165 -0.0475 -0.0846 -0.0067 -0.0318 -0.0656 -0.1048 -0.1164 -0.1225 -0.1330 -0.1440 -0.1551 -0.1665 -0.1783 -0.1901 -0.2020 -0.2274 -0.2102 -0.2186 -0.3376 -0.2329 -0.2443 -0.2562 -0.2684 -0.2808
-160.6866 576.9981 -159.0030 -0.0011 -0.0009 -0.0002 -0.0003 0.0001 0.0005 -587.7165 -0.0004 0.0000 0.0004 -548.2665 -0.0003 0.0001 -0.0003 -0.0003 -0.0006 -576.9988 -0.0008 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 -0.0018 -0.0003 0.0001 0.0048 0.0020 0.0010 0.0005 0.0003 0.0001 -0.0001 -0.0000 -0.0001 -0.0001 -0.0002 -0.0001 -0.0001 -0.0003 -0.0002 -0.0001 0.0002 -0.0004 -0.0002 -0.0002 -0.0001 -0.0000
-10.8045 38.7895 -10.6917 -0.0014 -0.0012 -0.0020 -0.0026 -0.0032 -0.0039 -39.5110 -0.0001 0.0000 -0.0007 -36.8611 -0.0009 -0.0003 -0.0010 -0.0012 -0.0010 -38.7932 -0.0011 -0.0099 -0.0094 -0.0087 -0.0080 -0.0071 -0.0060 -0.0066 -0.0084 -0.0097 -0.0054 -0.0075 -0.0091 -0.0102 -0.0081 -0.0071 -0.0073 -0.0075 -0.0077 -0.0078 -0.0080 -0.0081 -0.0081 -0.0059 -0.0074 -0.0067 -0.0066 -0.0060 -0.0062 -0.0064 -0.0065 -0.0065
Helman O. Mozo
Page
Job
624 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.0573 -0.0573 -0.0574 -0.0611 -0.1136 -0.1138 -1.9003 -0.1142 -0.1144 -0.1146 -1.9134 -0.1185 -0.4203 -2.9028 -2.9824 -0.7109 -0.8286 -5.2990 -0.3629 -1.1808 -1.1808 -1.1015 -1.1015 -1.1592 -1.1592 -1.1808 -1.1015 -1.1592 -0.0568 -0.0569 -0.0570 -0.0571 -0.0572 -0.0573 -0.0573 -0.0574 -0.0611
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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0.0570 0.0570 0.0571 0.0608 0.1134 0.1136 1.9000 0.1139 0.1141 0.1143 1.9130 0.1182 0.4203 2.9028 2.9824 0.7109 0.8286 5.2989 -0.0000 0.5930 0.1623 0.5532 0.1656 0.5822 0.1642 0.5930 0.5532 0.5822 0.0565 0.0566 0.0567 0.0568 0.0569 0.0570 0.0570 0.0571 0.0608
17:07:07 03/17/10
0.0000 0.0964 -0.2934 0.0000 0.0964 -0.3061 0.0000 0.0964 -0.3187 0.0000 0.1032 -0.3313 -0.0000 0.1928 -0.2385 -0.0000 0.1928 -0.2502 -0.0000 1.2248 -0.2623 -0.0000 0.1928 -0.2746 -0.0000 0.1928 -0.2871 0.0000 0.1928 -0.2997 0.0000 1.2248 -0.3124 0.0000 0.1996 -0.3250 -0.0000 0.8303 0.0022 0.0000 1.2179 0.0000 -0.0000 1.4000 -0.0006 -0.0000 1.3261 -0.0031 -0.0000 1.5702 -0.0042 -0.0000 3.7052 -0.0370 0.4956 -104.9601 0.0000 -0.0000 2.3846 -587.7250 0.0000 2.4135 -1000.0000 -0.0000 2.4377 -548.2789 -0.0000 2.4638 -935.8587 -0.0000 2.4145 -577.0143 -0.0000 2.4426 -995.0101 0.0000 2.3846 -587.7247 -0.0000 2.4377 -548.2800 -0.0000 2.4145 -577.0171 -0.0000 0.0964 -0.2334 -0.0000 0.0964 -0.2447 -0.0000 0.0964 -0.2566 -0.0000 0.0964 -0.2687 -0.0000 0.0964 -0.2810 0.0000 0.0964 -0.2935 0.0000 0.0964 -0.3061 0.0000 0.0964 -0.3187 0.0000 0.1032 -0.3312
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P -38.92 4257.53 -492.03 -1288.37 7.66 1730.64 -282.32 D128P -38.92 1288.37 -7.66 1479.87 -1175.30 1356.17 -579.54 D129P -38.92 -534.38 503.31 -1337.73 -345.05 -933.39 78.90 D130P -38.92 213.86 -43.74 -78.11 -445.27 55.14 -198.64 D131P -38.92 -816.24 -714.31 -159.37 455.26 -299.60 -79.55 D132P -38.91 127.03 1063.00 -3051.82 -5251.72 -722.36 -1034.52 D133P -38.91 3051.82 5251.73 4710.01 8812.19 1391.10 2520.59 D134P -38.91 -509.23 1178.17 -2929.01 5481.15 -694.28 1344.71
0.0000 0.0001 0.0001 0.0002 -0.0003 -0.0002 -0.0001 -0.0001 -0.0000 0.0001 0.0001 0.0002 -0.0017 0.0010 -0.0002 -0.0002 -0.0006 -0.0005 0.0000 -0.0004 0.0000 -0.0003 -0.0003 -0.0006 -0.0008 0.0006 -0.0000 -0.0008 -0.0004 -0.0003 -0.0002 -0.0001 -0.0001 0.0000 0.0001 0.0001 0.0002
-0.0066 -0.0066 -0.0066 -0.0066 -0.0061 -0.0063 -0.0064 -0.0065 -0.0066 -0.0066 -0.0066 -0.0066 -0.0047 -0.0035 -0.0029 -0.0023 -0.0019 0.0004 0.0000 39.5127 68.4735 36.8594 62.9167 38.7910 66.8932 39.5126 36.8593 38.7911 -0.0060 -0.0062 -0.0063 -0.0064 -0.0065 -0.0066 -0.0066 -0.0066 -0.0066
Helman O. Mozo
Page
Job
625 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D135P -38.91 D136P -38.91 D137P -38.91 D138P -38.91 D139P -38.91 D140P -38.91 D141P -38.91 D142P -38.91 D143P -85.32 D144P -467.10 D145P -85.32 D146P -85.32 D147P -85.33 D148P -85.34 D149P 35.35 D150P 35.35 D151P -20.80 D152P 0.04 D153P 0.02 D154P -467.09 D155P -38.91 D156P -38.92 D157P -38.92 D158P -38.92 D159P -38.92 D160P -85.33 D161P -85.33 D162P -85.33 D163P -85.33 D164P -85.33 D165P -85.34 D166P -85.34 D167P -85.34 D168P 35.35 D169P 35.35 D170P 35.35 D171P 35.34 D172P 35.34 D173P -20.80 D174P -20.81 D175P 0.03 D176P 0.03 D177P 0.02 D178P 0.02 D179P 0.01 D180P 0.01 D181P 0.00 D182P 0.04 D183P 0.03 D184P 0.03 D185P 0.02 D186P 0.02
-509.23 -479.74 491.79 -7.66 -476.14 541.53 -147.25 -701.41 5315.48 -130.57 -3354.28 -3027.14 -1915.02 -1141.15 222.00 83.27 -119.60 -124.82 0.13 -130.57 2929.01 159.37 78.11 1337.73 -1479.86 766.27 -1553.53 2623.93 1005.39 -1293.07 1633.35 588.86 -875.38 -399.00 374.48 -318.72 44.34 -331.77 123.73 -78.63 32.33 -8.15 1.88 -0.61 -0.10 -0.16 -0.09 -46.24 12.09 -3.13 0.64 -0.24
-1178.17 -402.17 539.59 -48.81 -593.55 725.28 -204.76 -1225.99 9681.22 -770.59 2666.78 -2172.47 -327.67 116.69 179.61 509.21 -350.76 309.89 33.74 770.59 -5481.15 -455.26 445.27 345.06 1175.30 -1970.57 1807.85 3195.33 255.10 539.93 1414.56 814.51 -195.86 82.23 767.30 599.79 108.25 162.62 121.27 -335.06 194.52 131.11 -76.30 55.36 2.34 -178.81 -18.64 186.72 219.67 208.36 161.01 84.03
479.74 -491.79 7.66 476.13 -541.53 147.25 701.41 -1058.23 3027.14 -4090.45 -5315.48 -766.27 -1005.39 -588.86 318.72 -1640.00 -123.72 46.24 -0.01 1017.23 4710.00 -127.03 816.24 -213.85 534.38 1553.53 -2623.93 1915.02 1293.07 -1633.35 1141.15 875.38 -1682.27 -83.27 399.00 -374.48 -222.00 -44.34 78.64 -307.38 -12.09 3.14 -0.64 0.24 0.13 0.12 0.05 -32.33 8.15 -1.88 0.61 -0.13
402.17 -539.59 48.81 593.55 -725.28 204.76 1225.98 -1898.49 2172.48 1708.80 -9681.22 1970.58 -255.09 -814.50 -599.80 -4144.78 -121.27 -186.71 -54.97 -1282.10 -8812.19 -1063.00 714.32 43.74 -503.31 -1807.84 -3195.33 327.68 -539.93 -1414.55 -116.68 195.86 -243.69 -509.21 -82.23 -767.30 -179.62 -108.26 335.05 129.19 -219.66 -208.35 -161.00 -84.02 -74.27 -54.56 -2.97 -194.51 -131.10 76.32 -55.35 -33.73
17:07:07 03/17/10
-5.08 -117.16 99.44 92.63 -134.19 127.10 116.14 -203.93 5025.68 -3988.79 -5207.06 -2285.19 -1759.28 -1042.17 380.60 -1095.73 -241.83 -141.72 0.21 418.94 1068.76 9.56 326.34 532.98 -546.19 1397.47 -2516.54 2734.31 1384.61 -1762.90 1671.38 882.07 -1540.75 -339.46 544.43 -487.92 -125.06 -264.73 201.12 -383.64 36.50 -9.04 2.24 -0.66 0.05 -0.06 -0.08 -141.72 36.50 -9.04 2.24 -0.66
-133.65 -113.57 117.15 107.70 -173.89 171.62 214.03 -362.10 7140.78 886.59 -4212.88 -121.62 -351.06 -420.37 -295.76 -2558.97 -469.13 222.17 -38.30 -241.69 -1999.76 -448.60 423.12 184.38 388.19 -2276.15 -835.83 2122.29 -171.58 -526.88 781.86 608.66 -264.79 -300.54 482.19 -117.91 -50.23 38.27 453.51 -204.60 -45.34 -139.31 -428.00 -51.69 -129.75 -420.91 -38.96 -14.05 159.74 513.44 190.57 90.73
Helman O. Mozo
Page
Job
626 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P
0.01 0.01 0.01 0.00 17.58 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 17.57 85.16 264.15 85.16 85.16 85.17 85.17 6.62 6.62 2.55 -0.02 -0.01 264.15 17.57 17.57 17.57 17.57 17.57 85.17 85.17 85.17 85.17 85.17 85.17 85.17 85.17 6.62 6.62 6.62 6.62 6.62 2.55 2.55
0.01 -0.13 -0.12 -0.05 3892.62 1357.63 -1465.95 -991.89 -581.14 146.39 3469.68 -609.08 -609.08 -334.48 365.45 20.74 -439.39 517.53 -150.47 -807.11 -5300.66 165.06 3254.56 3024.91 1904.95 1099.38 280.96 1332.74 -308.17 340.97 39.53 165.06 3239.07 -154.36 775.11 2200.97 -894.04 -785.56 1540.79 -2630.11 -1019.33 1296.28 -1612.99 -692.75 1025.93 -592.96 395.84 -328.00 -267.07 200.18 222.89 -142.96
54.98 74.29 54.57 2.98 714.90 -194.48 467.20 1272.61 432.63 -1021.66 -5712.05 -1285.85 1285.85 229.10 -371.69 12.25 510.80 -676.79 219.11 1311.27 9675.17 1406.76 2250.44 -2190.63 -340.99 98.09 -265.26 695.16 -25.81 363.82 53.68 -1406.76 5779.04 915.92 -1351.70 -926.47 -1883.10 -1974.80 1780.20 3167.59 244.15 529.33 1410.02 772.83 -29.29 330.55 398.23 997.96 697.18 -235.64 45.31 328.83
0.10 0.16 0.09 0.00 -1357.63 894.04 -2200.97 -775.11 154.36 -3469.68 5166.82 -3239.07 334.48 -365.45 -20.74 439.39 -517.53 150.47 807.11 -1164.93 -3024.91 -4037.45 5300.66 785.56 1019.33 692.75 328.00 2210.47 -222.88 268.49 28.60 1161.35 5166.82 -146.39 581.14 991.89 1465.95 -1540.79 2630.11 -1904.95 -1296.28 1612.99 -1099.38 -1025.93 1277.27 -1332.74 592.96 -395.84 -280.96 267.07 142.97 -498.35
-2.33 178.82 18.65 0.01 194.48 1883.10 926.47 1351.70 -915.92 5712.05 -9254.22 -5779.04 -229.10 371.69 -12.25 -510.80 676.79 -219.11 -1311.27 1987.64 2190.64 -872.29 -9675.16 1974.80 -244.15 -772.82 -997.97 -3499.36 -45.30 -269.12 -33.63 594.55 9254.22 1021.66 -432.63 -1272.61 -467.20 -1780.19 -3167.59 340.99 -529.33 -1410.02 -98.09 29.29 365.12 -695.17 -330.56 -398.24 265.25 -697.19 -328.82 -15.95
17:07:07 03/17/10
0.21 0.05 -0.06 -0.08 1477.57 1103.10 -1828.25 -717.76 -131.06 -820.78 1547.87 -777.05 -47.29 -84.41 68.63 90.98 -126.18 123.26 137.62 -228.54 -5015.40 -3659.34 5138.27 2295.46 1761.62 1079.60 428.63 2493.96 -527.79 1099.23 122.88 626.71 1176.06 -88.86 494.88 1514.15 330.38 -1401.42 2512.59 -2731.97 -1394.95 1752.57 -1633.96 -1035.35 1387.47 -1355.45 695.99 -509.49 -385.74 328.88 363.61 -637.37
94.97 456.50 132.06 5.39 530.05 827.26 694.86 1066.00 -148.41 1158.42 -2682.31 -1426.61 182.01 72.45 -76.44 -98.57 156.59 -165.32 -228.89 382.32 7148.07 505.07 -4459.30 -130.02 -352.49 -406.46 -889.15 -1973.80 -70.67 170.81 36.16 -383.76 2103.28 572.50 -651.09 -1042.87 -1357.71 -2262.04 -835.78 2113.61 -171.79 -530.53 790.32 483.20 202.31 -256.64 47.63 422.13 677.42 -656.59 -281.77 310.96
Helman O. Mozo
Page
Job
627 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P
-0.02 179.63 205.77 148.62 -180.66 592.04 45.29 -0.02 127.49 186.95 106.22 -105.74 421.52 146.47 -0.01 89.74 55.99 75.20 -62.67 297.49 -12.05 -0.01 62.64 100.86 50.79 -61.49 204.57 71.01 -0.01 18.28 45.18 9.03 20.53 49.26 118.52 -0.00 4.20 -54.60 0.96 34.51 9.31 -36.24 -0.00 -0.18 17.28 -0.48 8.21 -1.19 45.98 -0.02 -268.49 269.13 -179.63 -205.76 -808.24 114.29 -0.02 -148.62 180.67 -127.49 -186.94 -497.99 -11.32 -0.02 -106.22 105.76 -89.74 -55.98 -353.43 89.77 -0.01 -75.20 62.69 -62.64 -100.85 -248.61 -68.84 -0.01 -50.79 61.50 -39.53 -53.66 -162.90 14.14 -0.01 -28.60 33.64 -18.28 -45.17 -84.54 -20.80 -0.01 -9.03 -20.52 -4.20 54.61 -23.86 61.48 -0.00 -0.96 -34.49 0.18 -17.27 -1.42 -93.36 -0.00 0.48 -8.20 0.00 0.01 0.86 -14.77 31.58 -10093.22 961.18 4369.83 80.78 -3336.00 607.33 31.58 -4369.83 -80.78 -1996.14 1927.14 -3118.71 904.54 31.57 2022.38 423.72 1814.36 969.29 1912.92 694.53 31.57 836.07 1275.36 911.78 1295.75 709.98 1044.39 31.57 323.13 444.83 -569.68 -876.12 -75.71 -132.45 31.57 -406.82 -1041.97 3334.99 5709.05 723.19 1152.66 31.57 -3335.00 -5709.06 -5066.07 -9283.74 -1505.67 -2687.06 31.57 712.84 -1290.62 3160.12 -5799.10 782.06 -1431.62 31.57 712.84 1290.62 -99.77 -236.39 105.59 181.57 31.57 99.77 236.39 179.64 398.80 33.69 76.60 31.56 -179.64 -398.80 -33.84 5.61 -42.50 -78.28 31.56 33.84 -5.61 -154.13 -584.12 -23.78 -116.60 31.56 154.13 584.12 210.89 729.06 48.13 173.15 31.56 -210.89 -729.06 -174.77 -253.36 -71.16 -181.28 31.56 174.77 253.35 -488.81 -1297.71 -65.82 -218.88 31.56 488.81 1297.71 869.03 1987.05 157.36 380.68 122.41 16387.07 -7731.65 6494.20 -3877.57 13783.90 -6993.50 508.48 37.64 717.05 3882.25 -1825.88 3704.23 -1047.83 122.41 -7811.48 6462.49 -16387.07 7731.65 -14533.66 8525.01 122.42 -6494.19 3877.57 3904.05 -4610.07 -1560.33 -441.26 122.42 -3238.06 1549.80 360.73 -1471.06 -1733.33 47.43 122.43 -1748.47 793.99 -378.32 -847.89 -1281.20 -32.47 -28.77 271.66 102.30 382.75 -696.56 460.62 -418.29 -28.78 176.47 215.53 -1405.10 -4085.24 -864.80 -2723.78 28.66 186.15 358.20 166.25 123.12 350.23 478.36 -0.04 -198.95 453.86 74.18 -117.60 -225.04 606.47 -0.02 0.20 55.08 -0.03 -34.92 0.31 36.36 508.48 37.64 -717.05 -1249.43 1291.31 -572.56 271.33 31.57 -3160.12 5799.10 -5066.07 9283.74 -1150.91 2110.22 31.57 569.68 876.12 406.82 1041.97 288.53 566.74 31.57 -911.78 -1295.75 -323.13 -444.83 -450.61 -635.12 31.57 -1814.36 -969.29 -836.07 -1275.36 -1256.91 -1064.48 31.57 1996.14 -1927.14 -2022.38 -423.72 -15.16 -1358.04 122.42 -3904.05 4610.07 413.02 78.80 -2103.03 2824.62 122.42 -413.02 -78.80 -6069.31 1087.82 -3905.02 607.84 122.42 6069.31 -1087.82 3238.06 -1549.80 5606.85 -1588.93
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
628 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D525P 122.42 -360.73 1471.07 D526P 122.42 -1050.36 386.03 D527P 122.43 2892.82 92.01 D528P 122.43 378.32 847.90 D529P 122.43 -877.71 30.64 D530P -28.78 -472.63 217.35 D531P -28.77 450.51 673.07 D532P -28.77 -382.75 696.56 D533P -28.77 48.63 183.30 D534P -28.77 -384.91 121.65 D535P 28.66 -166.25 -123.11 D536P 28.67 144.19 327.75 D537P -0.04 50.59 239.25 D538P -0.03 -12.79 168.74 D539P -0.03 3.05 -45.12 D540P -0.02 -0.88 79.22 D541P -0.01 -0.15 21.11 D542P -0.01 -0.15 -167.19 D543P -0.00 -0.07 -14.21 D544P -0.04 -74.18 117.61 D545P -0.03 18.90 181.03 D546P -0.03 -4.87 171.35 D547P -0.03 1.08 135.89 D548P -0.02 -0.34 61.41 D549P -0.02 0.03 34.93 D550P -0.01 -0.15 56.74 D551P -0.01 -0.11 48.89 D552P -0.00 -0.04 -0.03 D670P -13.75 -10103.86 -895.22 D671P -13.75 -4446.26 244.85 D672P -13.75 1992.98 -434.65 D673P -13.75 1012.68 -1449.11 D674P -13.75 -252.33 204.59 D675P -13.75 2929.30 -2428.12 D676P -13.75 -4795.40 7271.67 D677P -13.75 664.68 1228.62 D678P -13.75 664.68 -1228.62 D679P -13.75 247.94 -423.51 D680P -13.75 -312.94 585.07 D681P -13.75 51.63 -11.29 D682P -13.75 207.49 -717.82 D683P -13.75 -237.84 794.63 D684P -13.75 167.51 -233.65 D685P -13.75 381.49 -1199.62 D686P -98.43 -16381.73 -7696.24 D687P -253.68 -232.42 -1381.13 D688P -98.43 7773.76 6515.26 D689P -98.43 6503.74 3904.64 D690P -98.43 3244.68 1570.10 D691P -98.43 1727.41 815.76 D692P -2.08 341.38 -198.15 D693P -2.08 1597.33 773.17
1050.35 -2892.82 1748.47 877.71 -1860.99 -176.47 472.63 -450.51 -271.66 -48.63 -144.20 461.60 -18.90 4.87 -1.08 0.34 0.15 0.11 0.04 -50.59 12.79 -3.05 0.88 -0.20 0.15 0.15 0.07 -0.00 4446.26 -1841.43 1698.57 664.16 983.78 4795.40 -5123.44 3045.78 -247.94 312.94 -51.63 -207.49 237.84 -167.51 -381.49 760.42 -6503.75 4862.41 16381.73 -3917.80 -364.02 441.83 393.53 2809.08
-386.03 415.43 653.64 -92.00 -2375.41 177.13 -793.98 2795.96 -422.88 -30.63 756.64 492.33 -94.02 -1649.82 -38.18 -215.54 -456.88 1.27 -217.36 649.77 320.76 -673.07 -586.51 16.53 -102.31 -156.99 57.01 -183.31 -305.15 -43.40 -327.74 -308.54 -448.08 -177.94 602.07 148.88 -181.02 57.16 105.03 -171.34 -14.29 -4.70 -135.88 3.54 -326.44 -61.40 -0.98 32.15 -56.73 0.00 -64.24 -48.88 -0.07 -389.70 0.04 -0.07 -25.57 -239.24 -225.04 -219.38 -168.73 57.16 22.20 45.13 -14.29 390.45 -79.21 3.54 102.22 -55.07 -0.98 11.43 -21.10 0.31 24.95 167.20 0.00 403.90 14.23 -0.07 113.83 0.01 -0.07 -0.03 -244.86 -3297.65 -664.52 -2207.96 -3080.36 -961.73 -620.34 1840.53 -526.00 -1326.54 681.13 -1127.47 -508.37 224.62 -93.29 -7271.67 1907.83 -2395.63 9298.30 -1777.69 2969.73 5660.00 749.25 1391.01 423.51 71.78 -138.67 -585.07 67.64 -121.63 11.29 -72.59 118.74 717.82 -30.82 139.70 -794.63 58.72 -199.43 233.65 -74.80 189.74 1199.62 -44.85 202.45 -1884.74 132.34 -357.45 -3904.63 -13786.43 -6988.48 852.84 4375.26 -499.22 7696.24 14507.80 8535.43 -4654.83 1557.79 -451.92 -1491.99 1735.34 47.06 -883.20 1306.77 -40.63 -899.13 517.28 -772.35 -4067.42 3101.55 -2318.73
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D694P 0.99 D695P 0.02 D696P 0.01 D697P -253.68 D698P -13.75 D699P -13.75 D700P -13.75 D701P -13.75 D702P -13.75 D703P -98.43 D704P -98.43 D705P -98.43 D706P -98.43 D707P -98.43 D708P -98.43 D709P -98.43 D710P -98.44 D711P -2.08 D712P -2.08 D713P -2.08 D714P -2.08 D715P -2.08 D716P 0.98 D717P 0.98 D718P 0.02 D719P 0.02 D720P 0.01 D721P 0.01 D722P 0.01 D723P 0.00 D724P 0.00 D725P 0.02 D726P 0.02 D727P 0.01 D728P 0.01 D729P 0.01 D730P 0.01 D731P 0.01 D732P 0.00 D733P 0.00
298.05 19.20 303.46 294.94 53.58 53.72 -232.42 1381.13 -3045.78 -5660.00 -983.78 508.37 -664.16 1326.54 -1698.57 620.34 1841.43 2207.96 3917.80 4654.83 424.87 -64.28 -6059.36 -1080.20 364.02 1491.99 1062.70 393.24 -2871.42 91.20 -441.83 883.21 978.89 93.66 -702.16 192.96 475.44 500.08 -393.53 899.12 -314.41 699.02 197.24 -224.28 -232.61 -40.35 148.18 -337.03 204.27 220.41 152.94 183.51 110.10 56.83 78.46 100.59 30.59 45.24 11.85 -54.60 2.77 17.23 -291.62 242.00 -174.46 186.27 -130.21 104.45 -92.15 62.97 -65.69 61.39 -41.80 33.69 -20.18 -20.49 -5.11 -34.52 -1.38 -8.23
232.60 40.34 291.62 -241.99 41.80 -33.68 -1692.82 -512.19 -5123.43 -9298.30 -2929.30 2428.12 252.33 -204.59 -1012.68 1449.11 -1992.98 434.65 -424.87 64.28 6059.36 1080.20 -3244.68 -1570.10 -1062.70 -393.23 2871.42 -91.19 -1727.41 -815.75 -978.89 -93.65 1595.12 798.89 -1597.33 -773.18 702.16 -192.97 -475.44 -500.09 -341.38 198.14 314.41 -699.03 -148.19 337.02 423.13 -5.95 174.46 -186.26 130.21 -104.44 92.15 -62.96 65.69 -61.38 20.18 20.50 5.11 34.53 1.38 8.24 -204.28 -220.40 -152.94 -183.50 -110.10 -56.82 -78.46 -100.58 -53.58 -53.71 -30.59 -45.23 -11.85 54.61 -2.77 -17.22 -0.00 0.01
17:07:07 03/17/10
527.39 59.18 1073.29 95.49 172.03 36.15 -909.66 410.57 -1142.94 -2092.80 -1156.20 867.65 -150.27 409.39 -1285.75 981.40 -87.55 1526.57 2104.18 2842.84 3906.17 612.00 -5604.84 -1596.56 -420.89 661.90 2369.95 181.95 -2770.38 -436.48 -855.85 475.64 1550.61 537.68 -1618.55 -408.40 828.88 216.17 -611.64 280.87 -461.59 631.49 360.13 -649.89 -378.46 294.85 567.80 -340.87 683.09 61.59 510.70 142.61 364.78 -11.05 259.99 70.72 91.57 118.58 30.59 -36.19 7.49 45.94 -894.39 38.97 -590.51 4.98 -433.43 85.91 -307.71 -67.83 -215.12 13.85 -130.56 -20.81 -57.77 61.54 -14.21 -93.32 -2.49 -14.82
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Printed capacities do not include the strength factor entered for each loadcase.
Group Summary (Compression Portion): Group Label
Group Angle Desc. Type
Angle Steel Size Strength
Max Max Comp. Comp. Comp. L/R Comp. Conn. Comp. Conn. RLX RLY RLZ L/R Length Curve No. Of Usage Use In Control Force Control Capacity Shear Bearing Comp. No. Bolts Comp. Member Load Case Capacity Capacity Member Comp. (MPa) % % (kN) (kN) (kN) (kN) (m) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------M1 MONTANTE1 DAE 6X6X0.375 344.7 29.68 29.68 D325P -443.899 COMBO 1-2 1495.553 0.000 0.000 0.312 0.312 0.312 6.91 1.058 1 0 M2 MONTANTE2 DAE 6X6X0.375 344.7 11.21 11.21 D142P -137.670 COMBO 1-3 1228.477 0.000 0.000 0.312 0.312 0.312 56.38 8.629 1 0 M3 MONTANTE3 DAE 6X6X0.375 344.7 16.83 16.83 D141P -134.793 COMBO 1-3 801.020 0.000 0.000 1.000 1.000 1.000 99.92 4.771 1 0 M4 MONTANTE4 DAE 6X6X0.375 344.7 23.78 23.78 D140P -158.800 COMBO 1-3 667.766 0.000 0.000 1.000 1.000 1.000 113.49 5.419 1 0 M5 MONTANTE5 DAE 6X6X0.375 344.7 17.64 17.64 D501P -61.288 COMBO 1-2 347.395 0.000 0.000 1.000 1.000 1.000 158.82 7.584 4 0 M6 MONTANTE6 DAE 6X6X0.375 344.7 7.56 7.56 D500P -56.047 COMBO 1-2 741.254 0.000 0.000 1.000 1.000 1.000 105.92 5.058 1 0 M7 MONTANTE7 DAE 6X6X0.375 344.7 6.79 6.79 D137P -50.862 COMBO 1-5 748.529 0.000 0.000 1.000 1.000 1.000 105.18 5.023 1 0 M8 MONTANTE8 DAE 6X6X0.375 344.7 28.91 28.91 D679P -84.002 COMBO 1-2 290.592 0.000 0.000 1.000 1.000 1.000 173.65 8.292 4 0 M9 MONTANTE9 DAE 6X6X0.375 344.7 13.70 13.70 D678P -81.152 COMBO 1-2 592.474 0.000 0.000 1.000 1.000 1.000 121.59 5.806 4 0 M10 MONTANTE10 DAE 6X6X0.375 344.7 14.25 14.25 D698P -55.742 COMBO 1-2 391.125 0.000 0.000 1.000 1.000 1.000 149.68 7.148 4 0 M11 MONTANTE11 DAE 6X6X0.375 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 M12 MONTANTE12 DAE 6X6X0.375 344.7 8.16 8.16 D676P -51.923 COMBO 1-2 636.100 0.000 0.000 1.000 1.000 1.000 116.85 5.580 1 0 M13 MONTANTE13 DAE 6X6X0.375 344.7 7.33 7.33 D313P -69.955 COMBO 1-2 954.789 0.000 0.000 1.000 1.000 1.000 84.79 4.049 1 0 M14 MONTANTE14 DAE 6X6X0.375 344.7 17.24 17.24 D312P -193.048 COMBO 2-2 1119.956 0.000 0.000 1.000 1.000 1.000 68.19 3.256 1 0 M15 MONTANTE15 DAE 6X6X0.375 344.7 26.75 26.75 D311P -339.574 COMBO 2-2 1269.329 0.000 0.000 1.000 1.000 1.000 51.55 2.462 1 0 M16 MONTANTE16 DAE 6X6X0.375 344.7 39.45 39.45 D310P -529.724 COMBO 2-2 1342.648 0.000 0.000 1.000 1.000 1.000 42.00 2.006 1 0 M17 MONTANTE17 DAE 6X6X0.375 344.7 56.39 56.39 D128P -754.175 COMBO 2-3 1337.340 0.000 0.000 1.000 1.000 1.000 42.75 2.041 1 0 M18 MONTANTE18 DAE 6X6X0.375 344.7 54.47 54.47 D127P -753.360 COMBO 2-3 1383.184 0.000 0.000 1.000 1.000 1.000 35.93 1.716 1 0 M19 MONTANTE19 DAE 6X6X0.375 344.7 69.94 69.94 D143P -972.405 COMBO 1-3 1390.363 0.000 0.000 1.000 1.000 1.000 34.76 1.660 1 0 M20 MONTANTE20 DAE 6X6X0.375 344.7 69.88 69.88 D146P -971.539 COMBO 1-3 1390.363 0.000 0.000 1.000 1.000 1.000 34.76 1.660 1 0 M21 MONTANTE21 DAE 6X6X0.375 344.7 49.30 49.30 D147P -685.497 COMBO 1-3 1390.363 0.000 0.000 1.000 1.000 1.000 34.76 1.660 1 0 M22 MONTANTE22 DAE 6X6X0.375 344.7 33.48 33.48 D148P -465.478 COMBO 1-3 1390.363 0.000 0.000 1.000 1.000 1.000 34.76 1.660 1 0 M23 MONTANTE23 DAE 5X5X0.5 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 M24 MONTANTE24 DAE 5X5X0.5 344.7 25.74 25.74 D331P -444.493 COMBO 1-2 1726.759 0.000 0.000 1.000 1.000 1.000 36.32 1.421 1 0 M25 MONTANTE25 DAE 5X5X0.5 344.7 14.20 14.20 D330P -245.151 COMBO 1-2 1726.759 0.000 0.000 1.000 1.000 1.000 36.32 1.421 1 0 M26 MONTANTE26 DAE 3X3X0.25 344.7 35.00 35.00 D354P -176.705 COMBO 1-2 504.867 0.000 0.000 1.000 1.000 1.000 42.60 1.006 1 0 M27 MONTANTE27 DAE 3X3X0.25 344.7 32.96 32.96 D152P -182.517 COMBO 1-3 553.728 0.000 0.000 1.000 1.000 1.000 23.47 0.554 1 0 M28 MONTANTE28 DAE 3X3X0.25 344.7 6.40 6.40 D334P -35.451 COMBO 1-2 553.728 0.000 0.000 1.000 1.000 1.000 23.47 0.554 1 0 D2 DIAGONAL2 SAE 4X4X0.25 344.7 171.01 171.01 D28P -103.741 COMBO 1-1 60.663 0.000 0.000 0.380 0.380 0.380 179.27 9.526 4 0 D3 DIAGONAL3 SAE 3X3X0.25 344.7 241.11 241.11 D29P -89.972 COMBO 1-1 37.316 0.000 0.000 0.500 0.500 0.500 196.92 5.922 4 0 D4 DIAGONAL4 SAE 3.5X3.5X0.25 344.7 158.53 158.53 D8P -48.190 COMBO 1-1 30.399 0.000 0.000 0.500 0.500 0.500 236.36 8.333 4 0 D5 DIAGONAL5 SAE 4X4X0.25 344.7 102.46 102.46 D30P -69.889 COMBO 1-1 68.210 0.000 0.000 0.403 0.403 0.403 169.06 8.471 4 0 D6 DIAGONAL6 SAE 4X4X0.25 344.7 64.73 64.73 D31P -64.564 COMBO 1-1 99.737 0.000 0.000 0.500 0.500 0.500 139.81 5.646 4 0 D7 DIAGONAL7 SAE 3.5X3.5X0.25 344.7 158.27 158.27 D38P -43.871 COMBO 1-1 27.718 0.000 0.000 0.500 0.500 0.500 247.53 8.727 4 0 D8 DIAGONAL8 SAE 3.5X3.5X0.25 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 D9 DIAGONAL9 SAE 3.5X3.5X0.25 344.7 62.83 62.83 D13P -33.801 COMBO 1-6 53.795 0.000 0.000 0.500 0.500 0.500 177.68 6.264 4 0 D10 DIAGONAL10 SAE 3.5X3.5X0.25 344.7 180.87 180.87 D388P -18.262 COMBO 3-1 10.097 0.000 0.000 0.500 0.500 0.500 410.13 14.459 4 0 0.00 0.000 0 0 D11 DIAGONAL11 SAE 3.5X3.5X0.25 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 D12 DIAGONAL12 SAE 3.5X3.5X0.25 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 D13 DIAGONAL13 SAE 2X2X0.1875 344.7 383.90 383.90 D17P -51.050 COMBO 1-1 13.298 0.000 0.000 0.250 0.250 0.250 231.64 9.272 4 0 D14 DIAGONAL14 SAE 2.5X2.5X0.1875 344.7 171.90 171.90 D19P -68.451 COMBO 1-1 39.819 0.000 0.000 0.250 0.250 0.250 150.88 7.588 4 0 D15 DIAGONAL15 SAE 2.5X2.5X0.1875 344.7 125.82 125.82 D21P -79.092 COMBO 1-6 62.864 0.000 0.000 0.250 0.250 0.250 120.08 6.039 4 0
NG NG NG NG NG
NG
NG NG NG
Page
Job
631 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28 H1 H6 H9 H11 H13 H14 H16 H18 H19 H20 H21 H22 H23 H24 H25 H26 H28 R3 R6 R9 F1
DIAGONAL16 DIAGONAL17 DIAGONAL18 DIAGONAL19 DIAGINAL20 DIAGONAL21 DIAGONAL22 DIAGONAL23 DIAGONAL24 DIAGONAL25 DIAGONAL26 DIAGONAL27 DIAGONAL28 HORIZONTAL1 HORIZONTAL6 HORIZONTAL9 HORIZONTAL11 HORIZONTAL13 HORIZONTAL14 HORIZONTAL16 HORIZONTAL18 HORIZONTAL19 HORIZONTAL20 HORIZONTAL21 HORIZONTAL22 HORIZONTAL23 HORIZONTAL24 HORIZONTAL25 HORIZONTAL26 HORIZONTAL28 REDUNDANTE3 REDUNDANTE6 REDUNDANTE9 FICTICIO
SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 3.5X3.5X0.25 3X3X0.25 2.5X2.5X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.25 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.25 2X2X0.125 2X2X0.125 2X2X0.125 2X2X0.125 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 1.5X1.5X0.125
344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7
453.79 0.00 520.11 460.75 204.52 142.75 121.23 60.38 46.72 54.21 12.36 26.20 13.11 16.03 187.10 0.00 0.00 0.00 0.00 0.00 57.37 170.44 82.50 0.00 342.18 88.35 20.54 51.80 13.36 5.08 154.68 45.35 60.18 0.00
453.79 0.00 520.11 460.75 204.52 142.75 121.23 60.38 46.72 54.21 12.36 26.20 13.11 16.03 187.10 0.00 0.00 0.00 0.00 0.00 57.37 170.44 82.50 0.00 342.18 88.35 20.54 51.80 13.36 5.08 154.68 45.35 60.18 0.00
D23P -102.071 COMBO 1-1 0.000 D578P -132.670 COMBO 1-5 D48P -145.808 COMBO 1-3 D50P -64.962 COMBO 1-3 D605P -45.341 COMBO 2-4 D60P -38.505 COMBO 1-1 D439P -37.378 COMBO 1-1 D267P -53.597 COMBO 1-4 D270P -37.649 COMBO 1-5 D277P -12.974 COMBO 1-2 D90P -20.805 COMBO 1-1 D653P -10.408 COMBO 1-5 D45P -12.047 COMBO 2-4 D116P -20.279 COMBO 1-1 0.000 0.000 0.000 0.000 0.000 D553P -45.989 COMBO 2-4 D47P -22.613 COMBO 2-4 D419P -8.395 COMBO 1-5 0.000 D435P -34.819 COMBO 2-5 D259P -43.225 COMBO 1-1 D442P -5.316 COMBO 2-3 D80P -13.408 COMBO 2-2 D81P -9.044 COMBO 1-3 D119P -3.440 COMBO 2-4 D379P -27.045 COMBO 1-1 D9P -7.591 COMBO 1-6 D233P -9.343 COMBO 2-4 D761P -21.954 COMBO 1-1
22.493 0.000 25.508 31.646 31.763 31.763 31.763 61.908 114.711 69.456 104.952 79.402 79.402 75.146 10.839 0.000 0.000 0.000 0.000 0.000 80.157 13.267 10.175 0.000 10.175 48.923 25.885 25.885 67.668 67.668 17.484 16.741 15.527 0.455
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.500 0.000 0.500 1.000 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.000 1.000 1.000 1.000 0.000 0.000 0.000 0.000 0.000 1.000 1.000 1.000 0.000 1.000 1.000 1.000 1.000 1.000 1.000 0.500 0.500 0.500 1.000
0.500 0.000 0.500 1.000 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.000 1.000 1.000 1.000 0.000 0.000 0.000 0.000 0.000 1.000 1.000 1.000 0.000 1.000 1.000 1.000 1.000 1.000 1.000 0.500 0.500 0.500 1.000
0.500 0.000 0.500 1.000 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.000 1.000 1.000 1.000 0.000 0.000 0.000 0.000 0.000 1.000 1.000 1.000 0.000 1.000 1.000 1.000 1.000 1.000 1.000 0.500 0.500 0.500 1.000
200.74 0.00 188.51 169.24 168.93 168.93 168.93 121.00 78.76 98.96 64.39 89.23 89.23 150.33 365.39 0.00 0.00 0.00 0.00 0.00 105.38 266.83 264.80 0.00 264.80 138.95 136.51 136.51 69.24 69.24 227.69 232.69 241.61 891.56
Helman O. Mozo
5.048 0.000 4.740 2.128 4.248 4.248 4.248 3.043 1.981 1.981 1.289 0.893 0.893 2.650 5.494 0.000 0.000 0.000 0.000 0.000 1.325 2.650 2.650 0.000 2.650 1.380 1.380 1.380 0.700 0.700 5.725 5.851 6.076 6.703
4 0 4 4 4 4 4 4 1 1 1 1 1 4 4 0 0 0 0 0 1 4 4 0 4 4 4 4 1 1 4 4 4 4
Group Summary (Tension Portion): Group Label
Group Angle Desc. Type
Angle Steel Size Strength
Max Max Tension Tension Tension Net Tens. Conn. Tens. Conn. Tens. Conn. Length No. Of No. Of Hole Usage Use In Control Force Control Section Shear Bearing Rupture Tens. Bolts Holes Diameter Tens. Member Load Case Capacity Capacity Capacity Capacity Member Tens. (MPa) % % (kN) (kN) (kN) (kN) (kN) (m) (cm) -------------------------------------------------------------------------------------------------------------------------------------------------------------------M1 MONTANTE1 DAE 6X6X0.375 344.7 29.68 23.45 D506P 409.348 COMBO 2-3 1745.479 0.000 0.000 0.000 1.058 0 0.000 0 0.000 8.629 0 0.000 0 M2 MONTANTE2 DAE 6X6X0.375 344.7 11.21 1.64 D685P 28.670 COMBO 2-2 1745.479 0.000 0.000 M3 MONTANTE3 DAE 6X6X0.375 344.7 16.83 1.76 D684P 30.727 COMBO 2-2 1745.479 0.000 0.000 0.000 4.771 0 0.000 0 M4 MONTANTE4 DAE 6X6X0.375 344.7 23.78 3.61 D683P 63.069 COMBO 2-2 1745.479 0.000 0.000 0.000 5.419 0 0.000 0 M5 MONTANTE5 DAE 6X6X0.375 344.7 17.64 0.00 D682P 0.000 1745.479 0.000 0.000 0.000 7.584 0 0.000 0 M6 MONTANTE6 DAE 6X6X0.375 344.7 7.56 0.00 D681P 0.000 1745.479 0.000 0.000 0.000 5.058 0 0.000 0 M7 MONTANTE7 DAE 6X6X0.375 344.7 6.79 0.00 D680P 0.000 1745.479 0.000 0.000 0.000 5.023 0 0.000 0 M8 MONTANTE8 DAE 6X6X0.375 344.7 28.91 1.81 D136P 31.524 COMBO 2-3 1745.479 0.000 0.000 0.000 8.292 0 0.000 0 M9 MONTANTE9 DAE 6X6X0.375 344.7 13.70 1.93 D135P 33.672 COMBO 2-3 1745.479 0.000 0.000 0.000 5.806 0 0.000 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NG NG NG NG NG NG
NG
NG
NG
NG
Page
Job
632 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M10 MONTANTE10 M11 MONTANTE11 M12 MONTANTE12 M13 MONTANTE13 M14 MONTANTE14 M15 MONTANTE15 M16 MONTANTE16 M17 MONTANTE17 M18 MONTANTE18 M19 MONTANTE19 M20 MONTANTE20 M21 MONTANTE21 M22 MONTANTE22 M23 MONTANTE23 M24 MONTANTE24 M25 MONTANTE25 M26 MONTANTE26 M27 MONTANTE27 M28 MONTANTE28 D2 DIAGONAL2 D3 DIAGONAL3 D4 DIAGONAL4 D5 DIAGONAL5 D6 DIAGONAL6 D7 DIAGONAL7 D8 DIAGONAL8 D9 DIAGONAL9 D10 DIAGONAL10 D11 DIAGONAL11 D12 DIAGONAL12 D13 DIAGONAL13 D14 DIAGONAL14 D15 DIAGONAL15 D16 DIAGONAL16 D17 DIAGONAL17 D18 DIAGONAL18 D19 DIAGONAL19 D20 DIAGINAL20 D21 DIAGONAL21 D22 DIAGONAL22 D23 DIAGONAL23 D24 DIAGONAL24 D25 DIAGONAL25 D26 DIAGONAL26 D27 DIAGONAL27 D28 DIAGONAL28 H1 HORIZONTAL1 H6 HORIZONTAL6 H9 HORIZONTAL9 H11 HORIZONTAL11 H13 HORIZONTAL13 H14 HORIZONTAL14
DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 5X5X0.5 5X5X0.5 5X5X0.5 3X3X0.25 3X3X0.25 3X3X0.25 4X4X0.25 3X3X0.25 3.5X3.5X0.25 4X4X0.25 4X4X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 2X2X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 3.5X3.5X0.25 3X3X0.25 2.5X2.5X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875
344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7
14.25 0.00 8.16 7.33 17.24 26.75 39.45 56.39 54.47 69.94 69.88 49.30 33.48 0.00 25.74 14.20 35.00 32.96 6.40 171.01 241.11 158.53 102.46 64.73 158.27 0.00 62.83 180.87 0.00 0.00 383.90 171.90 125.82 453.79 0.00 520.11 460.75 204.52 142.75 121.23 60.38 46.72 54.21 12.36 26.20 13.11 16.03 187.10 0.00 0.00 0.00 0.00
1.33 0.00 1.62 2.54 10.36 19.22 31.42 44.63 44.68 54.55 50.58 35.98 24.29 0.00 21.73 11.82 28.94 30.03 5.39 22.50 26.44 10.48 16.30 13.89 10.90 0.00 8.25 4.84 0.00 0.00 36.35 37.02 44.40 55.47 0.00 72.69 43.73 38.04 29.02 22.49 24.23 29.42 26.31 9.05 14.42 7.27 4.83 4.86 0.00 0.00 0.00 0.00
D698P D676P D518P D519P D520P D702P D671P D670P D688P D689P D690P D691P D512P D511P D717P D514P D696P D401P D3P D34P D4P D5P D12P D13P D387P
D17P D19P D21P D23P D578P D55P D248P D605P D607P D257P D267P D270P D639P D90P D653P D45P D116P
23.287 0.000 28.199 44.396 180.868 335.557 548.474 778.994 779.914 952.194 882.939 627.982 424.025 0.000 413.267 224.689 166.827 173.121 31.065 87.366 76.204 35.461 63.278 53.922 36.870 0.000 27.898 16.389 0.000 0.000 51.667 66.849 80.170 100.151 0.000 131.243 78.964 68.685 52.388 40.608 43.751 53.124 37.392 12.861 20.495 10.338 16.344 14.016 0.000 0.000 0.000 0.000
COMBO 1-6 1745.479 0.000 COMBO 1-6 1745.479 COMBO 2-3 1745.479 COMBO 1-3 1745.479 COMBO 1-3 1745.479 COMBO 1-2 1745.479 COMBO 1-2 1745.479 COMBO 1-2 1745.479 COMBO 1-2 1745.479 COMBO 2-2 1745.479 COMBO 2-2 1745.479 COMBO 2-2 1745.479 0.000 COMBO 2-3 1901.610 COMBO 2-3 1901.610 COMBO 2-2 576.488 COMBO 2-3 576.488 COMBO 2-2 576.488 COMBO 1-1 388.329 COMBO 1-1 288.244 COMBO 1-1 338.286 COMBO 1-1 388.329 COMBO 1-1 388.329 COMBO 1-1 338.286 0.000 COMBO 1-1 338.286 COMBO 4-1 338.286 0.000 0.000 COMBO 1-6 142.120 COMBO 1-6 180.553 COMBO 1-1 180.553 COMBO 1-6 180.553 0.000 COMBO 2-4 180.553 COMBO 2-2 180.553 COMBO 1-3 180.553 COMBO 1-5 180.553 COMBO 1-5 180.553 COMBO 2-5 180.553 COMBO 2-5 180.553 COMBO 2-4 142.120 COMBO 2-2 142.120 COMBO 1-6 142.120 COMBO 2-4 142.120 COMBO 1-5 338.286 COMBO 1-6 288.244 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 7.148 0.000 0.000 0.000 5.580 0.000 3.384 0.000 2.741 0.000 2.109 0.000 1.731 0.000 2.041 0.000 1.716 0.000 1.665 0.000 1.660 0.000 1.660 0.000 1.660 0.000 0.000 0.000 1.421 0.000 1.421 0.000 1.006 0.000 0.554 0.000 0.554 0.000 9.526 0.000 5.922 0.000 8.333 0.000 8.471 0.000 5.646 0.000 8.727 0.000 0.000 0.000 6.264 0.000 14.459 0.000 0.000 0.000 0.000 0.000 9.272 0.000 7.588 0.000 6.039 0.000 5.048 0.000 0.000 0.000 4.740 0.000 2.128 0.000 4.248 0.000 4.248 0.000 4.248 0.000 1.900 0.000 1.981 0.000 1.981 0.000 1.289 0.000 0.893 0.000 0.893 0.000 2.650 0.000 5.494 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NG NG NG NG NG
NG
NG NG NG NG NG NG NG NG NG
NG
Page
Job
633 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H16 H18 H19 H20 H21 H22 H23 H24 H25 H26 H28 R3 R6 R9 F1
HORIZONTAL16 HORIZONTAL18 HORIZONTAL19 HORIZONTAL20 HORIZONTAL21 HORIZONTAL22 HORIZONTAL23 HORIZONTAL24 HORIZONTAL25 HORIZONTAL26 HORIZONTAL28 REDUNDANTE3 REDUNDANTE6 REDUNDANTE9 FICTICIO
SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.25 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.25 2X2X0.125 2X2X0.125 2X2X0.125 2X2X0.125 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 1.5X1.5X0.125
344.7 0.00 344.7 57.37 344.7 170.44 344.7 82.50 344.7 0.00 344.7 342.18 344.7 88.35 344.7 20.54 344.7 51.80 344.7 13.36 344.7 5.08 344.7 154.68 344.7 45.35 344.7 60.18 344.7 0.00
*** Maximum Stress Summary for Each Load Case
Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Usage % Label Type ------------------------------------COMBO 1-1 490.91 D25P Angle COMBO 1-2 459.19 D428P Angle COMBO 1-3 460.75 D48P Angle COMBO 1-4 505.63 D579P Angle COMBO 1-5 520.11 D578P Angle COMBO 1-6 509.10 D26P Angle COMBO 2-1 490.91 D25P Angle COMBO 2-2 428.46 D428P Angle COMBO 2-3 430.03 D48P Angle COMBO 2-4 504.90 D579P Angle COMBO 2-5 519.29 D578P Angle COMBO 2-6 519.29 D578P Angle COMBO 3-1 357.04 D25P Angle COMBO 4-1 356.75 D25P Angle SERVICIO 1-1 173.33 D25P Angle SERVICIO 1-2 220.73 D428P Angle SERVICIO 1-3 221.25 D48P Angle SERVICIO 1-4 199.38 D428P Angle SERVICIO 1-5 200.51 D48P Angle SERVICIO 1-6 180.68 D26P Angle VIENTO1 307.07 D25P Angle VIENTO2 312.58 D428P Angle VIENTO3 313.54 D48P Angle VIENTO4 325.75 D578P Angle VIENTO5 318.85 D26P Angle
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
0.00 33.71 19.72 3.22 0.00 30.24 20.21 6.06 15.31 9.00 3.93 16.35 7.24 7.01 0.00
D734P D47P D419P D616P D259P D68P D454P D636P D119P D406P D9P D27P D761P
0.000 60.873 37.112 4.578 0.000 42.971 38.032 5.826 14.707 8.650 3.777 29.515 13.079 12.664 18.475
COMBO 1-6 COMBO 1-5 COMBO 2-4 COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO
1-6 1-6 1-3 1-2 2-2 1-5 1-1 1-1 1-1 1-6
0.000 180.553 188.159 142.120 0.000 142.120 188.159 96.081 96.081 96.081 96.081 180.553 180.553 180.553 72.061
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 1.325 2.650 2.650 0.000 2.650 1.380 1.380 1.380 0.700 0.700 5.725 5.851 6.076 6.703
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NG
NG
NG
Page
Job
634 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Weight of structure (N): Weight of Angles*Section DLF: Weight of Equipment: Total:
*** End of Report
418750.6 50071.8 468822.4
17:07:07 03/17/10 Designed by
Helman O. Mozo
EVALUACIÓN ESTRUCTURAL ESTADO REFORZADO
ESTACIÓN PADRE AMAYA TORRE CADRADA DE SECCIÓN VARIABLE
ALTURA 141m Diseñó:
ING. HELMAN ORLANDO MOZO MOZO Ing Civil MP. 15202132829 BYC
Page
Job
1 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
******************************************************************************* * * * TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2006 * * * *******************************************************************************
Member check option: ANSI/TIA 222-G-1 Connection rupture check: Not Checked Crossing diagonal check: ANSI/TIA 222-G-1
[Alternate Unsupported RLOUT = 1]
Joints Geometry: Joint Symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code (m) (m) (m) Rest. Rest. Rest. Rest. Rest. Rest. ---------------------------------------------------------------------------------------------------D0Z93P None 0 -1.325 93.33 Free Free Free Free Free Free D1Z93P None 1.325 -1.325 93.33 Free Free Free Free Free Free D2Z0P None -7.6 -7.6 0 Fixed Fixed Fixed Fixed Fixed Fixed D3Z9P None -3.522 -7.022 8.59 Free Free Free Free Free Free D4Z13P None 0 -6.703 13.34 Free Free Free Free Free Free D5Z19P None -6.34 -6.34 18.73 Free Free Free Free Free Free D6Z26P None -2.533 -5.833 26.29 Free Free Free Free Free Free D7Z31P None 0 -5.494 31.32 Free Free Free Free Free Free D8Z26P None -5.833 -5.833 26.29 Free Free Free Free Free Free D9Z13P None -6.703 -6.703 13.34 Free Free Free Free Free Free D10Z31P None -5.494 -5.494 31.32 Free Free Free Free Free Free D11Z36P None -5.158 -5.158 36.32 Free Free Free Free Free Free D12Z45P None -4.603 -4.603 44.58 Free Free Free Free Free Free D13Z45P None -2.383 -4.603 44.58 Free Free Free Free Free Free D14Z50P None 0 -4.215 50.35 Free Free Free Free Free Free D15Z55P None -3.883 -3.883 55.28 Free Free Free Free Free Free
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Job
2 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
3.031 -3.031 3.883 2.534 -2.534 2.132 -2.132 -1.827 1.827 1.576 -1.576 -1.325 -4.215 7.6 3.522 6.34 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.215 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 0.9017 -0.69 0.69 -0.9017
-3.031 -3.031 -3.883 -2.534 -2.534 -2.132 -2.132 -1.827 -1.827 -1.576 -1.576 -1.325 -4.215 -7.6 -7.022 -6.34 -5.833 -5.833 -6.703 -5.494 -5.158 -4.603 -4.603 -4.215 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -0.9017 -0.69 -0.69 -0.9017
67.95 67.95 55.28 75.36 75.36 81.33 81.33 85.88 85.88 89.59 89.59 93.33 50.35 0 8.59 18.73 26.29 26.29 13.34 31.32 36.32 44.58 44.58 50.35 113.3 113.3 109.9 109.9 106.6 106.6 103.3 103.3 99.98 99.98 96.66 96.66 95 98.32 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 117 118 118 117
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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3 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
-0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 0.69 -0.69 -0.35 0.35 0.5767 -0.4633 0.4633 -0.5767 -0.35 0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 7.022 -7.022 0.35 0.35 0.35 0.35 0.35 0.35 0.35
-0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.35 -0.35 -0.5767 -0.4633 -0.4633 -0.5767 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 -7.022 -7.022 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35
119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.99 62.4 8.59 8.59 132 133.1 134.2 135.3 136.4 137.5 138.7
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
Page
Job
4 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.325 1.325 7.022 6.703 5.833 5.494 4.603 4.215 3.031 3.883 2.534 2.132 1.827 1.576 7.022 7.022 7.6 6.34 5.833 5.833 6.703 5.494 5.158 4.603 4.603 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69 0.69 0.69 0.69
-0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 1.457e-011 1.325 -3.522 1.457e-011 -2.533 1.457e-011 -2.383 1.457e-011 3.031 3.883 2.534 2.132 1.827 1.576 3.522 7.022 7.6 6.34 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69 0.69 0.69 0.69
139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 93.33 8.59 13.34 26.29 31.32 44.58 50.35 67.95 55.28 75.36 81.33 85.88 89.59 8.59 8.59 0 18.73 26.29 26.29 13.34 31.32 36.32 44.58 44.58 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.6 125.1 126.5
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
Page
Job
5 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.9e-015 -1.325 3.522 2.6e-015 2.533 2.4e-015 2.383 2.3e-015 -3.031 -3.883 -2.534 -2.132 -1.827 -1.576 -3.522 -7.022 -7.6 -6.34 -2.533 -5.833 -6.703 -5.494 -5.158 -4.603 -2.383 -4.215
0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.325 1.325 7.022 6.703 5.833 5.494 4.603 4.215 3.031 3.883 2.534 2.132 1.827 1.576 7.022 7.022 7.6 6.34 5.833 5.833 6.703 5.494 5.158 4.603 4.603 4.215
127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 93.33 8.59 13.34 26.29 31.32 44.58 50.35 67.95 55.28 75.36 81.33 85.88 89.59 8.59 8.59 0 18.73 26.29 26.29 13.34 31.32 36.32 44.58 44.58 50.35
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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6 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
-1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -0.9017 0.9017 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.35 0.35 -0.5767 0.5767 -0.4633 0.4633 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -1.44 1.44 -1.692 1.692 -1.968 1.968 -2.316 2.316 -2.76 2.76 -3.405 3.405 -1.325 1.457e-011 -7.022 3.522 -6.703 1.457e-011 -5.833 2.533 -5.494 1.457e-011
113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 8.59 13.34 26.29 31.32
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
None None None None None None None None None None None None None None
-4.603 2.383 -4.215 1.457e-011 -7.022 -3.522 -5.833 -2.533 -4.603 -2.383 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35
44.58 50.35 8.59 26.29 44.58 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Steel Material Properties: Steel Modulus Yield Ultimate Member Member Member Member Member Member Material of Stress Stress All. Stress All. Stress Rupture Rupture Bearing Bearing Label Elasticity Fy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) -------------------------------------------------------------------------------------------A572-50 1.999e+005 344.7 448.2 0 0 0 0 0 0 Angle Properties: Angle Type
Angle Size
Long Short Thick. Leg Leg
Gross w/t Radius of Radius of Radius of Number Wind Short Long Optimize Section Area Ratio Gyration Gyration Gyration of Width Edge Edge Cost Modulus Rx Ry Rz Angles Dist. Dist. Factor (cm) (cm) (cm) (N/m) (cm^2) (cm) (cm) (cm) (cm) (cm) (cm) (cm^3) -------------------------------------------------------------------------------------------------------------------------------------SAE 8X8X1.125 20.32 20.32 2.857 830.4 107.9 5.56 6.147 6.147 3.962 1 20.32 10.16 0 1.0000 0 SAE 5X5X0.5 12.7 12.7 1.27 236.4 30.65 8 3.912 3.912 2.497 1 12.7 6.35 0 1.0000 0 SAE 5X5X0.375 12.7 12.7 0.9525 179.5 23.29 11 3.962 3.962 2.515 1 12.7 6.35 0 1.0000 0 SAE 4X4X0.5 10.16 10.16 1.27 191.1 24.19 6.25 3.099 3.099 1.986 1 10.16 5.08 0 1.0000 0 SAE 4X4X0.25 10.16 10.16 0.635 96.32 12.52 13.5 3.175 3.175 2.019 1 10.16 5.08 0 1.0000 0 SAE 3.5X3.5X0.25 8.89 8.89 0.635 84.64 10.9 11.5 2.769 2.769 1.763 1 8.89 4.445 0 1.0000 0 SAE 3X3X0.5 7.62 7.62 1.27 137.2 17.74 4.38 2.281 2.281 1.483 1 7.62 3.81 0 1.0000 0 SAE 3X3X0.25 7.62 7.62 0.635 71.51 9.29 9.75 2.362 2.362 1.504 1 7.62 3.81 0 1.0000 0 SAE 2.5X2.5X0.25 6.35 6.35 0.635 59.84 7.677 7.75 1.953 1.953 1.247 1 6.35 3.175 0 1.0000 0 SAE 2.5X2.5X0.1875 6.35 6.35 0.4763 44.8 5.819 10.67 1.976 1.976 1.257 1 6.35 3.175 0 1.0000 0 SAE 2X2X0.25 5.08 5.08 0.635 46.55 6.065 5 1.547 1.547 0.9931 1 5.08 2.54 0 1.0000 0 SAE 2X2X0.1875 5.08 5.08 0.4763 35.61 4.581 8 1.567 1.567 1.001 1 5.08 2.54 0 1.0000 0 SAE 2X2X0.125 5.08 5.08 0.3175 24.08 3.097 11 1.59 1.59 1.011 1 5.08 2.54 0 1.0000 0 SAE 1.5X1.5X0.125 3.81 3.81 0.3175 17.95 2.323 8 1.181 1.181 0.7518 1 3.81 1.905 0 1.0000 0 DAE 6X6X0.375 15.24 15.24 0.9525 434.9 56.26 13.67 4.775 6.655 4.775 2 15.24 7.62 0 1.0000 0 DAE 5X5X0.5 12.7 12.7 1.27 472.8 61.29 8 3.912 5.69 3.912 2 12.7 6.35 0 1.0000 0 DAE 3X3X0.25 7.62 7.62 0.635 143 18.58 9.75 2.362 3.531 2.362 2 7.62 3.81 0 1.0000 0
Unit Weight
Angle Groups: Group Label
Group Angle Description Type
Angle Material Size Type
17:07:07 03/17/10
Element Type
Group Type
Optimize Group
Allow. Add. Angle Width For Optimize
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA (cm) ---------------------------------------------------------------------------------------------------------M1 MONTANTE1 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M2 MONTANTE2 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M3 MONTANTE3 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M4 MONTANTE4 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M5 MONTANTE5 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M6 MONTANTE6 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M7 MONTANTE7 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M8 MONTANTE8 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M9 MONTANTE9 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M10 MONTANTE10 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M11 MONTANTE11 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M12 MONTANTE12 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M13 MONTANTE13 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M14 MONTANTE14 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M15 MONTANTE15 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M16 MONTANTE16 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M17 MONTANTE17 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M18 MONTANTE18 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M19 MONTANTE19 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M20 MONTANTE20 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M21 MONTANTE21 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M22 MONTANTE22 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M23 MONTANTE23 DAE 5X5X0.5 A572-50 Beam Leg None 0.000 M24 MONTANTE24 DAE 5X5X0.5 A572-50 Beam Leg None 0.000 M25 MONTANTE25 DAE 5X5X0.5 A572-50 Beam Leg None 0.000 M26 MONTANTE26 DAE 3X3X0.25 A572-50 Beam Leg None 0.000 M27 MONTANTE27 DAE 3X3X0.25 A572-50 Beam Leg None 0.000 M28 MONTANTE28 DAE 3X3X0.25 A572-50 Beam Leg None 0.000 D2 DIAGONAL2 SAE 5X5X0.5 A572-50 Truss Other None 0.000 D3 DIAGONAL3 SAE 5X5X0.375 A572-50 Truss Other None 0.000 D4 DIAGONAL4 SAE 5X5X0.375 A572-50 Truss Other None 0.000 D5 DIAGONAL5 SAE 4X4X0.5 A572-50 Truss Other None 0.000 D6 DIAGONAL6 SAE 4X4X0.5 A572-50 Truss Other None 0.000 D7 DIAGONAL7 SAE 4X4X0.5 A572-50 Truss Other None 0.000 D8 DIAGONAL8 SAE 8X8X1.125 A572-50 Truss Other None 0.000 D9 DIAGONAL9 SAE 4X4X0.5 A572-50 Truss Other None 0.000 D10 DIAGONAL10 SAE 4X4X0.25 A572-50 Truss Other None 0.000 D11 DIAGONAL11 SAE 3.5X3.5X0.25 A572-50 Truss Other None 0.000 D12 DIAGONAL12 SAE 3.5X3.5X0.25 A572-50 Truss Other None 0.000 D13 DIAGONAL13 SAE 3X3X0.25 A572-50 Truss Other None 0.000 D14 DIAGONAL14 SAE 2.5X2.5X0.1875 A572-50 Truss Other None 0.000 D15 DIAGONAL15 SAE 2.5X2.5X0.1875 A572-50 Truss Other None 0.000 D16 DIAGONAL16 SAE 2.5X2.5X0.1875 A572-50 Truss Other None 0.000 D17 DIAGONAL17 SAE 2.5X2.5X0.1875 A572-50 Truss Other None 0.000 D18 DIAGONAL18 SAE 2.5X2.5X0.1875 A572-50 Truss Other None 0.000 D19 DIAGONAL19 SAE 3X3X0.25 A572-50 Truss Other None 0.000 D20 DIAGINAL20 SAE 3X3X0.25 A572-50 Truss Other None 0.000 D21 DIAGONAL21 SAE 3X3X0.25 A572-50 Truss Other None 0.000 D22 DIAGONAL22 SAE 3X3X0.25 A572-50 Truss Other None 0.000 D23 DIAGONAL23 SAE 2.5X2.5X0.1875 A572-50 Truss Other None 0.000 D24 DIAGONAL24 SAE 2.5X2.5X0.1875 A572-50 Truss Other None 0.000 D25 DIAGONAL25 SAE 2X2X0.1875 A572-50 Truss Other None 0.000
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D26 D27 D28 H1 H6 H9 H11 H13 H14 H16 H18 H19 H20 H21 H22 H23 H24 H25 H26 H28 R3 R6 R9 F1 RH1
DIAGONAL26 DIAGONAL27 DIAGONAL28 HORIZONTAL1 HORIZONTAL6 HORIZONTAL9 HORIZONTAL11 HORIZONTAL13 HORIZONTAL14 HORIZONTAL16 HORIZONTAL18 HORIZONTAL19 HORIZONTAL20 HORIZONTAL21 HORIZONTAL22 HORIZONTAL23 HORIZONTAL24 HORIZONTAL25 HORIZONTAL26 HORIZONTAL28 REDUNDANTE3 REDUNDANTE6 REDUNDANTE9 FICTICIO REFHOR
SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
2X2X0.1875 2X2X0.1875 2X2X0.1875 3.5X3.5X0.25 2.5X2.5X0.25 2.5X2.5X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.25 2X2X0.125 2X2X0.125 2X2X0.125 2X2X0.125 3X3X0.5 2X2X0.1875 3X3X0.25 1.5X1.5X0.125 3X3X0.25
A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50
17:07:07 03/17/10
Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss
Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Fictitious Other
None None None None None None None None None None None None None None None None None None None None None None None None None
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.480 0.000
Aggregate Angle Information: Note: Estimate of surface area reported for painting purposes, not wind loading. Angle Type
Angle Material Total Total Total Size Type Length Surface Area Weight (m) (m^2) (N) -----------------------------------------------------------SAE 2.5X2.5X0.1875 A572-50 269.15 68.36 12058.72 SAE 5X5X0.5 A572-50 76.21 38.71 18017.48 SAE 5X5X0.375 A572-50 114.04 57.93 20471.01 SAE 4X4X0.5 A572-50 290.40 118.02 55494.96 SAE 2X2X0.1875 A572-50 238.43 48.45 8490.36 SAE 3X3X0.5 A572-50 124.83 38.05 17124.36 SAE 3X3X0.25 A572-50 372.07 113.41 26606.64 SAE 4X4X0.25 A572-50 165.95 67.44 15984.02 SAE 3.5X3.5X0.25 A572-50 21.20 7.54 1794.47 SAE 2X2X0.25 A572-50 5.52 1.12 256.98 SAE 2X2X0.125 A572-50 66.64 13.54 1604.68 SAE 2.5X2.5X0.25 A572-50 77.67 19.73 4647.46 SAE 1.5X1.5X0.125 A572-50 203.92 31.08 3660.41 DAE 6X6X0.375 A572-50 474.06 288.99 206168.77 DAE 5X5X0.5 A572-50 39.78 20.21 18809.65 DAE 3X3X0.25 A572-50 51.99 15.85 7436.21 Sections: The adjustment factors below only apply to dead load and wind areas that are calculated for members in the model.
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA They do not apply to equipment or to manually input dead load and drag areas. Section Label
Joint Dead Transverse Longitudinal Transverse Longitudinal Af Flat Ar Round Transverse Longitudinal SAPS Angle SAPS Round Force Defining Load Drag x Area Drag x Area Area Factor Area Factor Factor Factor Drag x Area Drag x Area Drag x Area Drag x Area Solid Section Adjust. Factor Factor (CD From (CD From For Face For Face Factor Factor Factor Factor Face Bottom Factor For Face For Face Code) Code) EIA Only EIA Only For All For All ----------------------------------------------------------------------------------------------------------------------------------------------------35 D280Z140P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 34 D279Z139P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 33 D278Z138P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 32 D277Z136P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 31 D276Z135P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 30 D275Z134P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 29 D274Z133P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 28 D273Z132P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 27 D260Z131P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 26 D259Z128P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 25 D258Z126P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 24 D257Z125P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 23 D256Z124P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 22 D255Z122P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 21 D254Z121P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 20 D253Z119P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 19 D252Z118P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 18 D250Z115P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 17 D246Z112P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 16 D249Z108P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 15 D245Z105P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 14 D248Z102P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 13 D244Z98P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 12 D213Z93P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 11 D225Z90P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 10 D224Z86P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 9 D223Z81P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 8 D222Z75P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 7 D220Z68P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 6 D221Z55P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 5 D235Z45P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 4 D234Z36P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 3 D229Z19P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 2 D227Z9P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 1 D228Z0P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None Angle Member Connectivity: Member Group Section Label Label Label
Symmetry Code
Origin Joint
End Ecc. Rest. Ratio Ratio Ratio Bolt # # Bolt # Shear Joint Code Code RLX RLY RLZ Type Bolts Holes Planes
Connect Short Long End Bolt Rest. Leg Edge Edge Dist. Spacing Coef. Dist. Dist. (cm) (cm) (cm) (cm) -------------------------------------------------------------------------------------------------------------------------------------------------------D1P H18 None D0Z93P D1Z93P 1 4 0.38 0.381 0.38 0 0 0 0 0 0 0 0 D2P D2 None D2Z0P D3Z9P 1 4 0.38 0.38 0.38 0 0 0 0 0 0 0 0 D3P D3 None D3Z9P D4Z13P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D4P D5 None D5Z19P D6Z26P 1 4 0.403 0.403 0.403 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D5P D6P D7P D8P D9P D10P D11P D12P D13P D14P D15P D16P D17P D18P D19P D20P D21P D22P D23P D24P D25P D26P D27P D28P D29P D30P D31P D32P D33P D34P D35P D36P D37P D38P D39P D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P
D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D6Z26P D6Z26P D9Z13P D4Z13P D6Z26P D7Z31P D12Z45P D13Z45P D13Z45P D14Z50P D15Z55P D17Z68P D17Z68P D16Z68P D20Z75P D19Z75P D21Z81P D22Z81P D23Z86P D24Z86P D26Z90P D27Z93P D13Z45P D29Z0P D30Z9P D31Z19P D32Z26P D32Z26P D34Z13P D4Z13P D32Z26P D7Z31P D37Z45P D38Z45P D38Z45P D14Z50P D38Z45P D40Z113P D42Z110P D44Z107P D46Z103P D48Z100P D50Z97P D0Z93P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D0Z93P D59Z95P D60Z98P D61Z102P
D7Z31P D8Z26P D3Z9P D5Z19P D10Z31P D11Z36P D13Z45P D11Z36P D14Z50P D15Z55P D16Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D1Z93P D25Z90P D28Z50P D30Z9P D4Z13P D32Z26P D7Z31P D33Z26P D30Z9P D31Z19P D35Z31P D36Z36P D38Z45P D36Z36P D14Z50P D18Z55P D39Z50P D41Z113P D43Z110P D45Z107P D47Z103P D49Z100P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.33 0.33 0.33 4 0.5 0.5 0.5 4 0.21 0.21 0.21 4 0.21 0.21 0.21 4 0.21 0.21 0.21 4 0.32 0.32 0.32 4 0.32 0.32 0.32 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.33 0.33 0.33 4 0.5 0.5 0.5 4 0.21 0.21 0.21 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P
D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 RH1 R3 H6 H6 R3 F1
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D62Z105P D63Z108P D64Z112P D58Z115P D66Z117P D68Z118P D69Z117P D67Z118P D70Z119P D72Z121P D74Z122P D76Z124P D78Z125P D80Z126P D67Z118P D71Z119P D72Z121P D75Z122P D76Z124P D79Z125P D80Z126P D83Z128P D84Z131P D83Z128P D86Z129P D87Z130P D84Z131P D88Z130P D89Z129P D90Z141P D84Z131P D93Z132P D93Z132P D95Z133P D95Z133P D97Z134P D97Z134P D99Z135P D99Z135P D101Z136P D101Z136P D103Z138P D103Z138P D105Z139P D105Z139P D107Z140P D107Z140P D90Z141P D58Z115P D30Z9P D14Z50P D7Z31P D3Z9P D4Z13P
D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D69Z117P D65Z115P D68Z118P D71Z119P D73Z121P D75Z122P D77Z124P D79Z125P D81Z126P D71Z119P D72Z121P D75Z122P D76Z124P D79Z125P D80Z126P D82Z128P D82Z128P D85Z131P D86Z129P D87Z130P D85Z131P D88Z130P D89Z129P D82Z128P D91Z141P D92Z131P D92Z131P D94Z133P D94Z133P D96Z134P D96Z134P D98Z135P D98Z135P D100Z136P D100Z136P D102Z137P D102Z137P D104Z138P D104Z138P D106Z139P D106Z139P D108Z140P D108Z140P D65Z115P D121Z9P D28Z50P D10Z31P D122Z9P D9Z13P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 1
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0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P
H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D1Z93P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D16Z68P D39Z50P D39Z50P D37Z45P D36Z36P D35Z31P D33Z26P D31Z19P D34Z13P D121Z9P D59Z95P D66Z117P D1Z93P D51Z97P D47Z103P D43Z110P D79Z125P D71Z119P D82Z128P D85Z131P D127Z136P D66Z117P D18Z55P D19Z75P D21Z81P D24Z86P D25Z90P D53Z98P D49Z100P D61Z102P D55Z105P D45Z107P D63Z108P D57Z112P D41Z113P D73Z121P D75Z122P D77Z124P D81Z126P D82Z128P
D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D25Z90P D24Z86P D21Z81P D19Z75P D16Z68P D136Z62P D18Z55P D37Z45P D36Z36P D35Z31P D33Z26P D31Z19P D34Z13P D121Z9P D29Z0P D51Z97P D68Z118P D59Z95P D53Z98P D55Z105P D57Z112P D77Z124P D68Z118P D86Z129P D92Z131P D102Z137P D65Z115P D136Z62P D135Z72P D134Z79P D133Z84P D132Z88P D49Z100P D61Z102P D47Z103P D45Z107P D63Z108P D43Z110P D41Z113P D65Z115P D71Z119P D73Z121P D75Z122P D79Z125P D81Z126P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.33 0.33 0.33 4 1 1 1 4 1 1 1 4 0.3 0.3 0.3 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
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Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P D224P D225P D226P
M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D86Z129P D88Z130P D123Z132P D124Z133P D125Z134P D126Z135P D128Z138P D129Z139P D130Z140P D92Z131P D94Z133P D96Z134P D98Z135P D100Z136P D102Z137P D104Z138P D106Z139P D108Z140P D137Z93P D139Z9P D29Z0P D139Z9P D31Z19P D141Z26P D141Z26P D34Z13P D140Z13P D141Z26P D142Z31P D37Z45P D143Z45P D143Z45P D144Z50P D18Z55P D16Z68P D16Z68P D145Z68P D19Z75P D147Z75P D148Z81P D21Z81P D24Z86P D149Z86P D25Z90P D1Z93P D143Z45P D151Z9P D153Z0P D151Z9P D154Z19P D155Z26P D155Z26P D157Z13P D140Z13P
D88Z130P D85Z131P D94Z133P D96Z134P D98Z135P D100Z136P D104Z138P D106Z139P D108Z140P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D91Z141P D138Z93P D121Z9P D139Z9P D140Z13P D141Z26P D142Z31P D33Z26P D139Z9P D31Z19P D35Z31P D36Z36P D143Z45P D36Z36P D144Z50P D18Z55P D145Z68P D146Z55P D147Z75P D19Z75P D148Z81P D21Z81P D24Z86P D149Z86P D150Z90P D25Z90P D138Z93P D150Z90P D39Z50P D152Z9P D151Z9P D140Z13P D155Z26P D142Z31P D156Z26P D151Z9P D154Z19P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.33 0.33 0.33 4 0.5 0.5 0.5 4 0.21 0.21 0.21 4 0.21 0.21 0.21 4 0.21 0.21 0.21 4 0.32 0.32 0.32 4 0.32 0.32 0.32 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
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Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
15 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D227P D228P D229P D230P D231P D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P
R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D155Z26P D142Z31P D160Z45P D161Z45P D161Z45P D144Z50P D161Z45P D41Z113P D43Z110P D45Z107P D47Z103P D49Z100P D51Z97P D137Z93P D59Z95P D169Z98P D61Z102P D170Z105P D63Z108P D171Z112P D137Z93P D172Z95P D53Z98P D173Z102P D55Z105P D174Z108P D57Z112P D65Z115P D65Z115P D176Z117P D177Z118P D66Z117P D68Z118P D71Z119P D73Z121P D75Z122P D77Z124P D79Z125P D81Z126P D68Z118P D178Z119P D73Z121P D180Z122P D77Z124P D182Z125P D81Z126P D82Z128P D85Z131P D82Z128P D186Z129P D88Z130P D85Z131P D187Z130P D86Z129P
D158Z31P D159Z36P D161Z45P D159Z36P D144Z50P D146Z55P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D59Z95P D169Z98P D61Z102P D170Z105P D63Z108P D171Z112P D65Z115P D172Z95P D53Z98P D173Z102P D55Z105P D174Z108P D57Z112P D175Z115P D175Z115P D176Z117P D68Z118P D66Z117P D175Z115P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D178Z119P D73Z121P D180Z122P D77Z124P D182Z125P D81Z126P D184Z128P D184Z128P D185Z131P D186Z129P D88Z130P D185Z131P D187Z130P D86Z129P D184Z128P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
0.5 0.5 0.5 0.33 0.5 0.21 0.5 0.5 0.5 1 1 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5
0.5 0.5 0.5 0.33 0.5 0.21 0.5 0.5 0.5 1 1 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5
0.5 0.5 0.5 0.33 0.5 0.21 0.5 0.5 0.5 1 1 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5
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Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P
H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D91Z141P D85Z131P D123Z132P D123Z132P D124Z133P D124Z133P D125Z134P D125Z134P D126Z135P D126Z135P D127Z136P D127Z136P D128Z138P D128Z138P D129Z139P D129Z139P D130Z140P D130Z140P D91Z141P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D138Z93P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D145Z68P D162Z50P D162Z50P D160Z45P D159Z36P D158Z31P D156Z26P D154Z19P D157Z13P D152Z9P D172Z95P D176Z117P D138Z93P D168Z97P D166Z103P D164Z110P D182Z125P D178Z119P D184Z128P D185Z131P D202Z136P
D188Z141P D189Z131P D189Z131P D190Z133P D190Z133P D191Z134P D191Z134P D192Z135P D192Z135P D193Z136P D193Z136P D194Z137P D194Z137P D195Z138P D195Z138P D196Z139P D196Z139P D197Z140P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D150Z90P D149Z86P D148Z81P D147Z75P D145Z68P D211Z62P D146Z55P D160Z45P D159Z36P D158Z31P D156Z26P D154Z19P D157Z13P D152Z9P D153Z0P D168Z97P D177Z118P D172Z95P D169Z98P D170Z105P D171Z112P D181Z124P D177Z118P D186Z129P D189Z131P D194Z137P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.33 0.33 0.33 4 1 1 1 4 1 1 1 4 0.31 0.31 0.31 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P D388P
M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D176Z117P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D169Z98P D167Z100P D173Z102P D170Z105P D165Z107P D174Z108P D171Z112P D163Z113P D179Z121P D180Z122P D181Z124P D183Z126P D184Z128P D186Z129P D187Z130P D198Z132P D199Z133P D200Z134P D201Z135P D203Z138P D204Z139P D205Z140P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D212Z93P D214Z9P D153Z0P D214Z9P D154Z19P D216Z26P D216Z26P D157Z13P D215Z13P D216Z26P D217Z31P D160Z45P D218Z45P D218Z45P D219Z50P D146Z55P D145Z68P
D175Z115P D211Z62P D210Z72P D209Z79P D208Z84P D207Z88P D167Z100P D173Z102P D166Z103P D165Z107P D174Z108P D164Z110P D163Z113P D175Z115P D178Z119P D179Z121P D180Z122P D182Z125P D183Z126P D187Z130P D185Z131P D190Z133P D191Z134P D192Z135P D193Z136P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D188Z141P D213Z93P D152Z9P D214Z9P D215Z13P D216Z26P D217Z31P D156Z26P D214Z9P D154Z19P D158Z31P D159Z36P D218Z45P D159Z36P D219Z50P D146Z55P D220Z68P D221Z55P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.32 0.32 0.32 4 0.5 0.5 0.5 4 0.21 0.21 0.21 4 0.21 0.21 0.21 4 0.21 0.21 0.21
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Page
Job
18 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P
D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D145Z68P D220Z68P D147Z75P D222Z75P D223Z81P D148Z81P D149Z86P D224Z86P D150Z90P D138Z93P D218Z45P D226Z9P D228Z0P D226Z9P D229Z19P D230Z26P D230Z26P D232Z13P D215Z13P D230Z26P D217Z31P D235Z45P D236Z45P D236Z45P D219Z50P D236Z45P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D212Z93P D172Z95P D244Z98P D173Z102P D245Z105P D174Z108P D246Z112P D212Z93P D247Z95P D169Z98P D248Z102P D170Z105P D249Z108P D171Z112P D175Z115P D175Z115P D251Z117P D252Z118P D176Z117P D177Z118P D178Z119P D179Z121P
D222Z75P D147Z75P D223Z81P D148Z81P D149Z86P D224Z86P D225Z90P D150Z90P D213Z93P D225Z90P D162Z50P D227Z9P D226Z9P D215Z13P D230Z26P D217Z31P D231Z26P D226Z9P D229Z19P D233Z31P D234Z36P D236Z45P D234Z36P D219Z50P D221Z55P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D172Z95P D244Z98P D173Z102P D245Z105P D174Z108P D246Z112P D175Z115P D247Z95P D169Z98P D248Z102P D170Z105P D249Z108P D171Z112P D250Z115P D250Z115P D251Z117P D177Z118P D176Z117P D250Z115P D252Z118P D253Z119P D254Z121P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 0.32 0.32 0.32 4 0.32 0.32 0.32 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.33 0.33 0.33 4 0.5 0.5 0.5 4 0.21 0.21 0.21 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 1 1 1
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Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
19 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P
H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D180Z122P D181Z124P D182Z125P D183Z126P D177Z118P D253Z119P D179Z121P D255Z122P D181Z124P D257Z125P D183Z126P D184Z128P D185Z131P D184Z128P D261Z129P D187Z130P D185Z131P D262Z130P D186Z129P D188Z141P D185Z131P D198Z132P D198Z132P D199Z133P D199Z133P D200Z134P D200Z134P D201Z135P D201Z135P D202Z136P D202Z136P D203Z138P D203Z138P D204Z139P D204Z139P D205Z140P D205Z140P D188Z141P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D213Z93P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D220Z68P D237Z50P
D255Z122P D256Z124P D257Z125P D258Z126P D253Z119P D179Z121P D255Z122P D181Z124P D257Z125P D183Z126P D259Z128P D259Z128P D260Z131P D261Z129P D187Z130P D260Z131P D262Z130P D186Z129P D259Z128P D263Z141P D264Z131P D264Z131P D265Z133P D265Z133P D266Z134P D266Z134P D267Z135P D267Z135P D268Z136P D268Z136P D269Z137P D269Z137P D270Z138P D270Z138P D271Z139P D271Z139P D272Z140P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D225Z90P D224Z86P D223Z81P D222Z75P D220Z68P D286Z62P D221Z55P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
20 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P
M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D237Z50P D235Z45P D234Z36P D233Z31P D231Z26P D229Z19P D232Z13P D227Z9P D247Z95P D251Z117P D213Z93P D243Z97P D241Z103P D239Z110P D257Z125P D253Z119P D259Z128P D260Z131P D277Z136P D251Z117P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D244Z98P D242Z100P D248Z102P D245Z105P D240Z107P D249Z108P D246Z112P D238Z113P D254Z121P D255Z122P D256Z124P D258Z126P D259Z128P D261Z129P D262Z130P D273Z132P D274Z133P D275Z134P D276Z135P D278Z138P D279Z139P D280Z140P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P
D235Z45P D234Z36P D233Z31P D231Z26P D229Z19P D232Z13P D227Z9P D228Z0P D243Z97P D252Z118P D247Z95P D244Z98P D245Z105P D246Z112P D256Z124P D252Z118P D261Z129P D264Z131P D269Z137P D250Z115P D286Z62P D285Z72P D284Z79P D283Z84P D282Z88P D242Z100P D248Z102P D241Z103P D240Z107P D249Z108P D239Z110P D238Z113P D250Z115P D253Z119P D254Z121P D255Z122P D257Z125P D258Z126P D262Z130P D260Z131P D265Z133P D266Z134P D267Z135P D268Z136P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 0.32 0.32 0.32 4 1 1 1 4 1 1 1 4 0.3 0.3 0.3 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P
M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D271Z139P D280Z140P D272Z140P D263Z141P D287Z93P D27Z93P D288Z9P D227Z9P D228Z0P D288Z9P D288Z9P D289Z13P D229Z19P D290Z26P D290Z26P D291Z31P D290Z26P D231Z26P D232Z13P D288Z9P D289Z13P D229Z19P D290Z26P D233Z31P D291Z31P D234Z36P D235Z45P D292Z45P D292Z45P D234Z36P D292Z45P D293Z50P D293Z50P D221Z55P D221Z55P D17Z68P D220Z68P D15Z55P D220Z68P D20Z75P D17Z68P D222Z75P D222Z75P D22Z81P D20Z75P D223Z81P D22Z81P D224Z86P D223Z81P D23Z86P D224Z86P D26Z90P D23Z86P D225Z90P D225Z90P D27Z93P D213Z93P D26Z90P D292Z45P D237Z50P D294Z9P D122Z9P D2Z0P D294Z9P D294Z9P D289Z13P D5Z19P D295Z26P D295Z26P D291Z31P D295Z26P D8Z26P D9Z13P D294Z9P D289Z13P D5Z19P D295Z26P D10Z31P D291Z31P D11Z36P D12Z45P D296Z45P D296Z45P D11Z36P D296Z45P D293Z50P D293Z50P D15Z55P D296Z45P D28Z50P D238Z113P D40Z113P D239Z110P D42Z110P D240Z107P D44Z107P D241Z103P D46Z103P D242Z100P D48Z100P D243Z97P D50Z97P D287Z93P D247Z95P D247Z95P D60Z98P D60Z98P D248Z102P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.33 0.33 0.33 4 0.5 0.5 0.5 4 0.21 0.21 0.21 4 0.21 0.21 0.21 4 0.21 0.21 0.21 4 0.32 0.32 0.32 4 0.32 0.32 0.32 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.33 0.33 0.33 4 0.5 0.5 0.5 4 0.21 0.21 0.21 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5
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Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P
D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D248Z102P D62Z105P D249Z108P D64Z112P D287Z93P D52Z95P D244Z98P D54Z102P D245Z105P D56Z108P D246Z112P D250Z115P D250Z115P D69Z117P D67Z118P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D252Z118P D70Z119P D254Z121P D74Z122P D256Z124P D78Z125P D258Z126P D259Z128P D260Z131P D259Z128P D89Z129P D262Z130P D260Z131P D87Z130P D261Z129P D263Z141P D260Z131P D273Z132P D273Z132P D274Z133P D274Z133P D275Z134P D275Z134P D276Z135P D276Z135P D277Z136P D277Z136P D278Z138P D278Z138P D279Z139P D279Z139P
D62Z105P D249Z108P D64Z112P D250Z115P D52Z95P D244Z98P D54Z102P D245Z105P D56Z108P D246Z112P D58Z115P D58Z115P D69Z117P D252Z118P D251Z117P D58Z115P D67Z118P D70Z119P D72Z121P D74Z122P D76Z124P D78Z125P D80Z126P D70Z119P D254Z121P D74Z122P D256Z124P D78Z125P D258Z126P D83Z128P D83Z128P D84Z131P D89Z129P D262Z130P D84Z131P D87Z130P D261Z129P D83Z128P D90Z141P D297Z131P D297Z131P D298Z133P D298Z133P D299Z134P D299Z134P D300Z135P D300Z135P D301Z136P D301Z136P D302Z137P D302Z137P D303Z138P D303Z138P D304Z139P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P
D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D280Z140P D280Z140P D263Z141P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D27Z93P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D17Z68P D28Z50P D28Z50P D12Z45P D11Z36P D10Z31P D8Z26P D5Z19P D9Z13P D122Z9P D52Z95P D69Z117P D27Z93P D50Z97P D46Z103P D42Z110P D78Z125P D70Z119P D83Z128P D84Z131P D101Z136P D69Z117P D15Z55P D20Z75P D22Z81P D23Z86P D26Z90P D60Z98P D48Z100P D54Z102P D62Z105P D44Z107P D56Z108P D64Z112P D40Z113P D72Z121P D74Z122P
D304Z139P D305Z140P D305Z140P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D109Z92P D26Z90P D23Z86P D22Z81P D20Z75P D17Z68P D119Z62P D15Z55P D12Z45P D11Z36P D10Z31P D8Z26P D5Z19P D9Z13P D122Z9P D2Z0P D50Z97P D67Z118P D52Z95P D60Z98P D62Z105P D64Z112P D76Z124P D67Z118P D89Z129P D297Z131P D302Z137P D58Z115P D119Z62P D117Z72P D115Z79P D113Z84P D111Z88P D48Z100P D54Z102P D46Z103P D44Z107P D56Z108P D42Z110P D40Z113P D58Z115P D70Z119P D72Z121P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.32 0.32 0.32 4 1 1 1 4 1 1 1 4 0.3 0.3 0.3 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
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Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D757P D758P D759P D760P D761P D762P D763P D764P D765P D766P
M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 H6 H6 H6
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D76Z124P D80Z126P D83Z128P D89Z129P D87Z130P D93Z132P D95Z133P D97Z134P D99Z135P D103Z138P D105Z139P D107Z140P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P D27Z93P D213Z93P D138Z93P D1Z93P D294Z9P D295Z26P D296Z45P D30Z9P D32Z26P D38Z45P D151Z9P D155Z26P D161Z45P D226Z9P D230Z26P D236Z45P D7Z31P D142Z31P D142Z31P D217Z31P D217Z31P D291Z31P D291Z31P D4Z13P D140Z13P D140Z13P D215Z13P D215Z13P D289Z13P D289Z13P D39Z50P D144Z50P D162Z50P
D74Z122P D78Z125P D80Z126P D87Z130P D84Z131P D298Z133P D299Z134P D300Z135P D301Z136P D303Z138P D304Z139P D305Z140P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D90Z141P D0Z93P D287Z93P D212Z93P D137Z93P D3Z9P D6Z26P D13Z45P D139Z9P D141Z26P D143Z45P D214Z9P D216Z26P D218Z45P D288Z9P D290Z26P D292Z45P D35Z31P D35Z31P D158Z31P D158Z31P D233Z31P D233Z31P D10Z31P D34Z13P D34Z13P D157Z13P D157Z13P D232Z13P D232Z13P D9Z13P D14Z50P D39Z50P D144Z50P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D767P D768P D769P D770P D813P D814P D815P D816P D817P D818P D819P D820P D833P D834P D835P D836P D821P D822P D823P D824P
H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
None None None None None None None None None None None None None None None None None None None None
D219Z50P D237Z50P D293Z50P D28Z50P D31Z19P D5Z19P D229Z19P D154Z19P D36Z36P D11Z36P D234Z36P D159Z36P D18Z55P D146Z55P D221Z55P D15Z55P D211Z62P D286Z62P D119Z62P D136Z62P
D162Z50P D219Z50P D237Z50P D293Z50P D5Z19P D229Z19P D154Z19P D31Z19P D11Z36P D234Z36P D159Z36P D36Z36P D146Z55P D221Z55P D15Z55P D18Z55P D286Z62P D119Z62P D136Z62P D211Z62P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Member Capacities and Overrides: Member Group Warnings Label Label or Errors
Design
Comp.
Design
Tension
L/r Length
L/r Connection Connection
Comp.
Control
Tension
Control
Comp.
Shear
Bearing
Capacity Criterion Capacity Criterion
Capacity
Capacity
Capacity
Net
Rupture
Section
Tension
RTE End RTE Edge Override Dist.
Dist.
Comp.
Override Override Comp.
Tension
Override
Override
Tension
Face
Tension Capacity Tension Tension Capacity Control Capacity Control Member Capacity Capacity Capacity Criterion Criterion ship (kN) (kN) (m) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------D1P H18 160.576 L/r 180.553 Net Sect 40 1.33 160.576 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D2P D2 227.087 L/r 950.805 Net Sect 145 9.53 227.087 0.000 0.000 950.805 0.000 0.000 0.000 0.000 0.000 Automatic D3P D3 261.617 L/r 722.613 Net Sect 118 5.92 261.617 0.000 0.000 722.613 0.000 0.000 0.000 0.000 0.000 Automatic D4P D5 127.573 L/r 750.636 Net Sect 172 8.47 127.573 0.000 0.000 750.636 0.000 0.000 0.000 0.000 0.000 Automatic D5P D6 186.537 L/r 750.636 Net Sect 142 5.65 186.537 0.000 0.000 750.636 0.000 0.000 0.000 0.000 0.000 Automatic D6P R6 26.247 L/r 142.120 Net Sect 165 3.30 26.247 0.000 0.000 142.120 0.000 0.000 0.000 0.000 0.000 Automatic D7P R3 74.198 L/r 550.466 Net Sect 193 5.73 74.198 0.000 0.000 550.466 0.000 0.000 0.000 0.000 0.000 Automatic D8P D4 132.139 L/r 722.613 Net Sect 166 8.33 132.139 0.000 0.000 722.613 0.000 0.000 0.000 0.000 0.000 Automatic D10P D7 114.985 L/r 750.636 Net Sect 181 7.19 114.985 0.000 0.000 750.636 0.000 0.000 0.000 0.000 0.000 Automatic D11P R9 193.519 L/r 288.244 Net Sect 74 2.22 193.519 0.000 0.000 288.244 0.000 0.000 0.000 0.000 0.000 Automatic D12P D7 179.275 L/r 750.636 Net Sect 145 8.73 179.275 0.000 0.000 750.636 0.000 0.000 0.000 0.000 0.000 Automatic D13P D9 151.559 L/r 750.636 Net Sect 158 6.26 151.559 0.000 0.000 750.636 0.000 0.000 0.000 0.000 0.000 Automatic D14P D10 257.370 L/r 388.329 Net Sect 65 6.28 257.370 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D15P D10 86.221 L/r 388.329 Net Sect 150 14.46 86.221 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D16P D10 86.221 L/r 388.329 Net Sect 150 14.46 86.221 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 0.000 Automatic D17P D13 37.163 L/r 288.244 Net Sect 197 9.27 37.163 0.000 0.000 288.244 0.000 0.000 0.000 D18P D13 37.163 L/r 288.244 Net Sect 197 9.27 37.163 0.000 0.000 288.244 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 0.000 Automatic D19P D14 39.819 L/r 180.553 Net Sect 151 7.59 39.819 0.000 0.000 180.553 0.000 0.000 0.000 D20P D14 39.819 L/r 180.553 Net Sect 151 7.59 39.819 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 Automatic D21P D15 62.864 L/r 180.553 Net Sect 120 6.04 62.864 0.000 0.000 180.553 0.000 0.000 0.000 0.000 D22P D15 62.864 L/r 180.553 Net Sect 120 6.04 62.864 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic Automatic D25P D18 25.508 L/r 180.553 Net Sect 189 4.74 25.508 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D26P D28P D29P D30P D31P D32P D33P D34P D36P D37P D38P D39P D40P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P
D18 D2 D3 D5 D6 R6 R3 D4 D7 R9 D7 D9 D10 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26
25.508 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 179.275 151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528 72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
189 145 118 172 142 165 193 166 181 74 145 158 65 132 132 150 150 132 132 142 141 141 141 141 141 141 142 141 141 141 141 141 141 121 76 76 121 139 137 137 137 137 137 137 79 79 79 79 99 99 99 137 69 81
4.74 9.53 5.92 8.47 5.65 3.30 5.73 8.33 7.19 2.22 8.73 6.26 6.28 2.65 2.65 2.65 2.65 2.65 2.65 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.13 4.25 4.25 4.25 4.25 4.25 4.25 3.04 1.90 1.90 3.04 1.38 1.38 1.38 1.38 1.38 1.38 1.38 1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61
25.508 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 179.275 151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528 72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
27 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D117P D118P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P
D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 RH1 R3 H6 R3 F1 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19
97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 163.380 198.553 41.885 198.553 0.455 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474 1220.369 748.529 741.254 1300.631 667.766 801.020 1228.477 1390.363
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 288.244 550.466 238.202 550.466 72.061 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 88 118 169 118 892 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122 57 105 106 48 113 100 56 35
1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 2.65 3.50 4.21 3.50 6.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81 8.29 5.02 5.06 7.58 5.42 4.77 8.63 1.66
97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 163.380 198.553 41.885 198.553 0.455 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474 1220.369 748.529 741.254 1300.631 667.766 801.020 1228.477 1390.363
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 288.244 550.466 238.202 550.466 72.061 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P
M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6
1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 80.157 198.553 227.087 261.617 127.573 186.537 26.247
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 180.553 550.466 950.805 722.613 750.636 750.636 142.120
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
7 35 35 35 35 36 36 43 23 23 14 150 71 57 44 36 35 35 35 35 35 35 35 35 36 36 36 36 36 43 43 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 105 118 145 118 172 142 165
1.06 1.67 1.66 1.66 1.66 1.42 1.42 1.01 0.55 0.55 2.12 7.15 3.38 2.74 2.11 1.73 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.42 1.42 1.42 1.42 1.42 1.01 1.01 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 1.32 3.50 9.53 5.92 8.47 5.65 3.30
1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 80.157 198.553 227.087 261.617 127.573 186.537 26.247
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 180.553 550.466 950.805 722.613 750.636 750.636 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D198P D199P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D216P D217P D219P D220P D221P D222P D223P D224P D225P D226P D228P D229P D230P D231P D232P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P
R3 D4 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D18 D18 R3 D2 D3 D5 D6 R6 R3 D4 D7 R9 D7 D9 D10 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23
74.198 132.139 114.985 193.519 179.275 151.559 257.370 86.221 86.221 37.163 37.163 39.819 39.819 62.864 62.864 25.508 25.508 198.553 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 179.275 151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528 72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 46.592 61.908 118.958 118.958
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
550.466 722.613 750.636 288.244 750.636 750.636 388.329 388.329 388.329 288.244 288.244 180.553 180.553 180.553 180.553 180.553 180.553 550.466 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
193 166 181 74 145 158 65 150 150 197 197 151 151 120 120 189 189 118 145 118 172 142 165 193 166 181 74 145 158 65 132 132 150 150 132 132 142 141 141 141 141 141 141 142 141 141 141 141 141 141 176 121 76 76
5.73 8.33 7.19 2.22 8.73 6.26 6.28 14.46 14.46 9.27 9.27 7.59 7.59 6.04 6.04 4.74 4.74 3.50 9.53 5.92 8.47 5.65 3.30 5.73 8.33 7.19 2.22 8.73 6.26 6.28 2.65 2.65 2.65 2.65 2.65 2.65 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.65 3.04 1.90 1.90
74.198 132.139 114.985 193.519 179.275 151.559 257.370 86.221 86.221 37.163 37.163 39.819 39.819 62.864 62.864 25.508 25.508 198.553 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 179.275 151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528 72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 46.592 61.908 118.958 118.958
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
550.466 722.613 750.636 288.244 750.636 750.636 388.329 388.329 388.329 288.244 288.244 180.553 180.553 180.553 180.553 180.553 180.553 550.466 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P
D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15
61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
121 139 137 137 137 137 137 137 79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52
3.04 1.38 1.38 1.38 1.38 1.38 1.38 1.38 1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46
61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P
M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27
1119.956 954.789 636.100 763.137 592.474 1220.369 748.529 741.254 1288.117 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
68 85 117 104 122 57 105 106 49 113 100 56 35 7 35 35 35 35 36 36 43 23 23 14 150 71 57 44 36 35 35 35 35 35 35 35 35 36 36 36 36 36 43 43 23 23 23 23 23 23 23 23 23 23
3.26 4.05 5.58 4.95 5.81 8.29 5.02 5.06 7.58 5.42 4.77 8.63 1.66 1.06 1.67 1.66 1.66 1.66 1.42 1.42 1.01 0.55 0.55 2.12 7.15 3.38 2.74 2.11 1.73 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.42 1.42 1.42 1.42 1.42 1.01 1.01 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55
1119.956 954.789 636.100 763.137 592.474 1220.369 748.529 741.254 1288.117 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P D397P D398P D400P D401P D402P D403P D404P D405P D406P D407P D409P D410P D411P D412P D413P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P
M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D18 D18 R3 D2 D3 D5 D6 R6 R3 D4 D7 R9 D7 D9 D10 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21
553.728 553.728 553.728 553.728 553.728 553.728 80.157 198.553 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 190.655 151.559 257.370 86.221 86.221 37.163 37.163 39.819 39.819 62.864 62.864 25.508 25.508 198.553 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 179.275 151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
576.488 576.488 576.488 576.488 576.488 576.488 180.553 550.466 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 388.329 388.329 288.244 288.244 180.553 180.553 180.553 180.553 180.553 180.553 550.466 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
23 23 23 23 23 23 105 118 145 118 172 142 165 193 166 181 74 141 158 65 150 150 197 197 151 151 120 120 189 189 118 145 118 172 142 165 193 166 181 74 145 158 65 132 132 150 150 132 132 142 141 141 141 141
0.55 0.55 0.55 0.55 0.55 0.55 1.33 3.50 9.53 5.92 8.47 5.65 3.30 5.73 8.33 7.19 2.22 8.73 6.26 6.28 14.46 14.46 9.27 9.27 7.59 7.59 6.04 6.04 4.74 4.74 3.50 9.53 5.92 8.47 5.65 3.30 5.73 8.33 7.19 2.22 8.73 6.26 6.28 2.65 2.65 2.65 2.65 2.65 2.65 2.13 4.25 4.25 4.25 4.25
553.728 553.728 553.728 553.728 553.728 553.728 80.157 198.553 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 190.655 151.559 257.370 86.221 86.221 37.163 37.163 39.819 39.819 62.864 62.864 25.508 25.508 198.553 227.087 261.617 127.573 186.537 26.247 74.198 132.139 114.985 193.519 179.275 151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 576.488 180.553 550.466 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 388.329 388.329 288.244 288.244 180.553 180.553 180.553 180.553 180.553 180.553 550.466 950.805 722.613 750.636 750.636 142.120 550.466 722.613 750.636 288.244 750.636 750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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33 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P
D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28
72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 163.380 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
141 141 142 141 141 141 141 141 141 88 121 76 76 121 139 137 137 137 137 137 137 79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89
4.25 4.25 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.65 3.04 1.90 1.90 3.04 1.38 1.38 1.38 1.38 1.38 1.38 1.38 1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89
72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 163.380 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P
D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25
79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474 1235.492 748.529 741.254 1300.631 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122 56 105 106 48 113 100 56 35 7 35 35 35 35 36 36 43 23 23 14 150 71 57 44 36 35 35 35 35 35 35 35 35 36 36 36 36
0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81 8.29 5.02 5.06 7.58 5.42 4.77 8.63 1.66 1.06 1.67 1.66 1.66 1.66 1.42 1.42 1.01 0.55 0.55 2.12 7.15 3.38 2.74 2.11 1.73 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.42 1.42 1.42 1.42
79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474 1235.492 748.529 741.254 1300.631 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
35 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D578P D579P D581P D582P D583P D584P D585P D586P D587P D588P D590P D591P D592P
M25 1726.759 M26 504.867 M26 504.867 M27 553.728 M27 553.728 M27 553.728 M27 553.728 M28 553.728 M28 553.728 M28 553.728 M27 553.728 M27 553.728 M27 553.728 M27 553.728 M27 553.728 M28 553.728 M28 553.728 M28 553.728 M28 553.728 H18 80.157 R3 198.553 D2 227.087 D3 261.617 D5 127.573 D6 186.537 R6 26.247 R3 74.198 D4 132.139 D7 114.985 R9 193.519 D7 179.275 D9 151.559 D10 257.370 D10 86.221 D10 86.221 D13 37.163 D13 37.163 D14 39.819 D14 39.819 D15 62.864 D15 62.864 D18 25.508 D18 25.508 R3 198.553 D2 227.087 D3 261.617 D5 127.573 D6 186.537 R6 26.247 R3 74.198 D4 132.139 D7 114.985 R9 193.519 D7 179.275
L/r 1901.610 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 576.488 L/r 180.553 L/r 550.466 L/r 950.805 L/r 722.613 L/r 750.636 L/r 750.636 L/r 142.120 L/r 550.466 L/r 722.613 L/r 750.636 L/r 288.244 L/r 750.636 L/r 750.636 L/r 388.329 L/r 388.329 L/r 388.329 L/r 288.244 L/r 288.244 L/r 180.553 L/r 180.553 L/r 180.553 L/r 180.553 L/r 180.553 L/r 180.553 L/r 550.466 L/r 950.805 L/r 722.613 L/r 750.636 L/r 750.636 L/r 142.120 L/r 550.466 L/r 722.613 L/r 750.636 L/r 288.244 L/r 750.636
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
36 43 43 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 105 118 145 118 172 142 165 193 166 181 74 145 158 65 150 150 197 197 151 151 120 120 189 189 118 145 118 172 142 165 193 166 181 74 145
1.42 1726.759 1.01 504.867 1.01 504.867 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.33 80.157 3.50 198.553 9.53 227.087 5.92 261.617 8.47 127.573 5.65 186.537 3.30 26.247 5.73 74.198 8.33 132.139 7.19 114.985 2.22 193.519 8.73 179.275 6.26 151.559 6.28 257.370 14.46 86.221 14.46 86.221 9.27 37.163 9.27 37.163 7.59 39.819 7.59 39.819 6.04 62.864 6.04 62.864 4.74 25.508 4.74 25.508 3.50 198.553 9.53 227.087 5.92 261.617 8.47 127.573 5.65 186.537 3.30 26.247 5.73 74.198 8.33 132.139 7.19 114.985 2.22 193.519 8.73 179.275
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 1901.610 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 576.488 0.000 180.553 0.000 550.466 0.000 950.805 0.000 722.613 0.000 750.636 0.000 750.636 0.000 142.120 0.000 550.466 0.000 722.613 0.000 750.636 0.000 288.244 0.000 750.636 0.000 750.636 0.000 388.329 0.000 388.329 0.000 388.329 0.000 288.244 0.000 288.244 0.000 180.553 0.000 180.553 0.000 180.553 0.000 180.553 0.000 180.553 0.000 180.553 0.000 550.466 0.000 950.805 0.000 722.613 0.000 750.636 0.000 750.636 0.000 142.120 0.000 550.466 0.000 722.613 0.000 750.636 0.000 288.244 0.000 750.636
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D593P D594P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P
D9 D10 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27
151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528 72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 163.380 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
158 65 132 132 150 150 132 132 142 141 141 141 141 141 141 142 141 141 141 141 141 141 88 121 76 76 121 139 137 137 137 137 137 137 79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89
6.26 6.28 2.65 2.65 2.65 2.65 2.65 2.65 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.65 3.04 1.90 1.90 3.04 1.38 1.38 1.38 1.38 1.38 1.38 1.38 1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89
151.559 257.370 40.702 40.702 75.146 75.146 40.702 40.702 72.262 72.528 72.528 72.528 72.528 72.528 72.528 72.262 72.528 72.528 72.528 72.528 72.528 72.528 163.380 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
750.636 388.329 142.120 142.120 338.286 338.286 142.120 142.120 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 288.244 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P
D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15
79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474 1235.492 748.529 741.254 1300.631 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122 56 105 106 48 113 100 56 35 7 35 35 35 35 36 36 43 23 23 14 150 71 57 44
0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81 8.29 5.02 5.06 7.58 5.42 4.77 8.63 1.66 1.06 1.67 1.66 1.66 1.66 1.42 1.42 1.01 0.55 0.55 2.12 7.15 3.38 2.74 2.11
79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474 1235.492 748.529 741.254 1300.631 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D757P D758P D759P D760P D761P D762P
M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 F1 F1 F1 F1 F1 F1
1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 80.157 80.157 80.157 80.157 99.276 111.675 242.723 99.276 111.675 242.723 99.276 111.675 242.723 99.276 111.675 242.723 0.455 0.455 0.455 0.455 0.455 0.455
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 180.553 180.553 180.553 180.553 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 72.061 72.061 72.061 72.061 72.061 72.061
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
36 35 35 35 35 35 35 35 35 36 36 36 36 36 43 43 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 105 105 105 105 167 157 106 167 157 106 167 157 106 167 157 106 892 892 892 892 892 892
1.73 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.66 1.42 1.42 1.42 1.42 1.42 1.01 1.01 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 1.33 1.32 1.32 1.33 4.95 4.67 3.14 4.95 4.67 3.14 4.95 4.67 3.14 4.95 4.67 3.14 6.70 6.70 6.70 6.70 6.70 6.70
1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 80.157 80.157 80.157 80.157 99.276 111.675 242.723 99.276 111.675 242.723 99.276 111.675 242.723 99.276 111.675 242.723 0.455 0.455 0.455 0.455 0.455 0.455
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 180.553 180.553 180.553 180.553 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 550.466 72.061 72.061 72.061 72.061 72.061 72.061
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D763P D764P D765P D766P D767P D768P D769P D770P D813P D814P D815P D816P D817P D818P D819P D820P D833P D834P D835P D836P D821P D822P D823P D824P
F1 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
0.455 41.885 41.885 41.885 41.885 41.885 41.885 41.885 0.509 0.509 0.509 0.509 0.769 0.769 0.769 0.769 1.356 1.356 1.356 1.356 1.764 1.764 1.764 1.764
Section Joint Information: Section Label
Joint Joint Label Elevation (m) ---------------------------35 D90Z141P 140.870 35 D91Z141P 140.870 35 D107Z140P 139.761 35 D108Z140P 140.316 35 D130Z140P 139.761 35 D188Z141P 140.870 35 D197Z140P 140.316 35 D205Z140P 139.761 35 D263Z141P 140.870 35 D272Z140P 140.316 35 D280Z140P 139.761 35 D305Z140P 140.316 34 D105Z139P 138.652 34 D106Z139P 139.207 34 D107Z140P 139.761 34 D129Z139P 138.652 34 D130Z140P 139.761 34 D196Z139P 139.207 34 D204Z139P 138.652 34 D205Z140P 139.761 34 D271Z139P 139.207 34 D279Z139P 138.652 34 D280Z140P 139.761
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
72.061 238.202 238.202 238.202 238.202 238.202 238.202 238.202 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
892 169 169 169 169 169 169 169 843 843 843 843 686 686 686 686 516 516 516 516 453 453 453 453
6.70 4.21 4.21 4.21 4.21 4.21 4.21 4.21 12.68 12.68 12.68 12.68 10.32 10.32 10.32 10.32 7.77 7.77 7.77 7.77 6.81 6.81 6.81 6.81
0.455 41.885 41.885 41.885 41.885 41.885 41.885 41.885 0.509 0.509 0.509 0.509 0.769 0.769 0.769 0.769 1.356 1.356 1.356 1.356 1.764 1.764 1.764 1.764
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
72.061 238.202 238.202 238.202 238.202 238.202 238.202 238.202 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 34 33 33 33 33 33 33 33 33 33 33 33 33 32 32 32 32 32 32 32 32 32 32 32 32 31 31 31 31 31 31 31 31 31 31 31 31 30 30 30 30 30 30 30 30 30 30 30 30 29 29 29 29 29
D304Z139P D103Z138P D104Z138P D105Z139P D128Z138P D129Z139P D195Z138P D203Z138P D204Z139P D270Z138P D278Z138P D279Z139P D303Z138P D101Z136P D102Z137P D103Z138P D127Z136P D128Z138P D194Z137P D202Z136P D203Z138P D269Z137P D277Z136P D278Z138P D302Z137P D99Z135P D100Z136P D101Z136P D126Z135P D127Z136P D193Z136P D201Z135P D202Z136P D268Z136P D276Z135P D277Z136P D301Z136P D97Z134P D98Z135P D99Z135P D125Z134P D126Z135P D192Z135P D200Z134P D201Z135P D267Z135P D275Z134P D276Z135P D300Z135P D95Z133P D96Z134P D97Z134P D124Z133P D125Z134P
139.207 137.543 138.098 138.652 137.543 138.652 138.098 137.543 138.652 138.098 137.543 138.652 138.098 136.434 136.989 137.543 136.434 137.543 136.989 136.434 137.543 136.989 136.434 137.543 136.989 135.326 135.880 136.434 135.326 136.434 135.880 135.326 136.434 135.880 135.326 136.434 135.880 134.217 134.771 135.326 134.217 135.326 134.771 134.217 135.326 134.771 134.217 135.326 134.771 133.108 133.662 134.217 133.108 134.217
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 29 29 29 29 29 29 29 28 28 28 28 28 28 28 28 28 28 28 28 27 27 27 27 27 27 27 27 27 27 27 27 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 25 25 25 25 25 25 25
D191Z134P D199Z133P D200Z134P D266Z134P D274Z133P D275Z134P D299Z134P D93Z132P D94Z133P D95Z133P D123Z132P D124Z133P D190Z133P D198Z132P D199Z133P D265Z133P D273Z132P D274Z133P D298Z133P D84Z131P D85Z131P D92Z131P D93Z132P D123Z132P D185Z131P D189Z131P D198Z132P D260Z131P D264Z131P D273Z132P D297Z131P D83Z128P D82Z128P D86Z129P D87Z130P D85Z131P D84Z131P D88Z130P D89Z129P D184Z128P D186Z129P D185Z131P D187Z130P D259Z128P D261Z129P D260Z131P D262Z130P D80Z126P D81Z126P D82Z128P D183Z126P D184Z128P D258Z126P D259Z128P
133.662 133.108 134.217 133.662 133.108 134.217 133.662 131.999 132.553 133.108 131.999 133.108 132.553 131.999 133.108 132.553 131.999 133.108 132.553 130.890 130.890 131.444 131.999 131.999 130.890 131.444 131.999 130.890 131.444 131.999 131.444 127.910 127.910 128.903 129.897 130.890 130.890 129.897 128.903 127.910 128.903 130.890 129.897 127.910 128.903 130.890 129.897 126.489 126.489 127.910 126.489 127.910 126.489 127.910
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 25 24 24 24 24 24 24 24 24 23 23 23 23 23 23 23 23 22 22 22 22 22 22 22 22 21 21 21 21 21 21 21 21 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 18 18 18 18 18
D83Z128P D78Z125P D79Z125P D80Z126P D81Z126P D182Z125P D183Z126P D257Z125P D258Z126P D76Z124P D77Z124P D79Z125P D181Z124P D182Z125P D256Z124P D257Z125P D78Z125P D74Z122P D75Z122P D76Z124P D77Z124P D180Z122P D181Z124P D255Z122P D256Z124P D72Z121P D73Z121P D75Z122P D179Z121P D180Z122P D254Z121P D255Z122P D74Z122P D70Z119P D71Z119P D72Z121P D73Z121P D178Z119P D179Z121P D253Z119P D254Z121P D67Z118P D68Z118P D71Z119P D177Z118P D178Z119P D252Z118P D253Z119P D70Z119P D58Z115P D66Z117P D67Z118P D68Z118P D69Z117P
127.910 125.069 125.069 126.489 126.489 125.069 126.489 125.069 126.489 123.648 123.648 125.069 123.648 125.069 123.648 125.069 125.069 122.227 122.227 123.648 123.648 122.227 123.648 122.227 123.648 120.806 120.806 122.227 120.806 122.227 120.806 122.227 122.227 119.386 119.386 120.806 120.806 119.386 120.806 119.386 120.806 117.965 117.965 119.386 117.965 119.386 117.965 119.386 119.386 114.920 116.950 117.965 117.965 116.950
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 18 18 18 18 18 18 18 17 17 17 17 17 17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 14 14
D65Z115P D175Z115P D176Z117P D177Z118P D250Z115P D251Z117P D252Z118P D40Z113P D41Z113P D57Z112P D58Z115P D64Z112P D65Z115P D163Z113P D171Z112P D175Z115P D238Z113P D246Z112P D250Z115P D42Z110P D43Z110P D56Z108P D57Z112P D63Z108P D64Z112P D164Z110P D171Z112P D174Z108P D239Z110P D246Z112P D249Z108P D44Z107P D45Z107P D55Z105P D56Z108P D62Z105P D63Z108P D165Z107P D170Z105P D174Z108P D240Z107P D245Z105P D249Z108P D46Z103P D47Z103P D54Z102P D55Z105P D61Z102P D62Z105P D166Z103P D170Z105P D173Z102P D241Z103P D245Z105P
114.920 114.920 116.950 117.965 114.920 116.950 117.965 113.260 113.260 111.600 114.920 111.600 114.920 113.260 111.600 114.920 113.260 111.600 114.920 109.940 109.940 108.280 111.600 108.280 111.600 109.940 111.600 108.280 109.940 111.600 108.280 106.620 106.620 104.960 108.280 104.960 108.280 106.620 104.960 108.280 106.620 104.960 108.280 103.300 103.300 101.640 104.960 101.640 104.960 103.300 104.960 101.640 103.300 104.960
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 14 13 13 13 13 13 13 13 13 13 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 11 11 11 11 11 11 10 10 10 10 10 10 10 10 10
D248Z102P D48Z100P D49Z100P D53Z98P D54Z102P D60Z98P D61Z102P D167Z100P D169Z98P D173Z102P D242Z100P D244Z98P D248Z102P D0Z93P D1Z93P D50Z97P D51Z97P D52Z95P D53Z98P D59Z95P D60Z98P D137Z93P D138Z93P D168Z97P D169Z98P D172Z95P D212Z93P D213Z93P D243Z97P D244Z98P D247Z95P D287Z93P D27Z93P D26Z90P D1Z93P D27Z93P D25Z90P D131Z92P D138Z93P D150Z90P D206Z92P D213Z93P D225Z90P D281Z92P D109Z92P D23Z86P D25Z90P D24Z86P D26Z90P D132Z88P D150Z90P D149Z86P D207Z88P D225Z90P
101.640 99.980 99.980 98.320 101.640 98.320 101.640 99.980 98.320 101.640 99.980 98.320 101.640 93.335 93.335 96.660 96.660 95.000 98.320 95.000 98.320 93.335 93.335 96.660 98.320 95.000 93.335 93.335 96.660 98.320 95.000 93.335 93.335 89.595 93.335 93.335 89.595 91.627 93.335 89.595 91.627 93.335 89.595 91.627 91.627 85.875 89.595 85.875 89.595 87.872 89.595 85.875 87.872 89.595
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 10 10 10 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 5 5 5
D224Z86P D282Z88P D111Z88P D21Z81P D23Z86P D22Z81P D24Z86P D133Z84P D148Z81P D149Z86P D208Z84P D223Z81P D224Z86P D283Z84P D113Z84P D20Z75P D21Z81P D19Z75P D22Z81P D134Z79P D148Z81P D147Z75P D209Z79P D223Z81P D222Z75P D284Z79P D115Z79P D17Z68P D19Z75P D16Z68P D20Z75P D135Z72P D147Z75P D145Z68P D210Z72P D222Z75P D220Z68P D285Z72P D117Z72P D15Z55P D16Z68P D17Z68P D18Z55P D136Z62P D145Z68P D146Z55P D211Z62P D220Z68P D221Z55P D286Z62P D119Z62P D12Z45P D13Z45P D14Z50P
85.875 87.872 87.872 81.325 85.875 81.325 85.875 83.776 81.325 85.875 83.776 81.325 85.875 83.776 83.776 75.355 81.325 75.355 81.325 78.597 81.325 75.355 78.597 81.325 75.355 78.597 78.597 67.955 75.355 67.955 75.355 71.986 75.355 67.955 71.986 75.355 67.955 71.986 71.986 55.285 67.955 67.955 55.285 62.400 67.955 55.285 62.400 67.955 55.285 62.400 62.400 44.575 44.575 50.355
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
D15Z55P D28Z50P D37Z45P D38Z45P D18Z55P D39Z50P D143Z45P D144Z50P D160Z45P D161Z45P D146Z55P D162Z50P D218Z45P D219Z50P D235Z45P D236Z45P D221Z55P D237Z50P D292Z45P D293Z50P D296Z45P D13Z45P D11Z36P D38Z45P D36Z36P D37Z45P D143Z45P D161Z45P D159Z36P D160Z45P D218Z45P D236Z45P D234Z36P D235Z45P D292Z45P D296Z45P D12Z45P D5Z19P D6Z26P D7Z31P D8Z26P D10Z31P D11Z36P D31Z19P D32Z26P D33Z26P D35Z31P D36Z36P D141Z26P D142Z31P D154Z19P D155Z26P D156Z26P D158Z31P
55.285 50.355 44.575 44.575 55.285 50.355 44.575 50.355 44.575 44.575 55.285 50.355 44.575 50.355 44.575 44.575 55.285 50.355 44.575 50.355 44.575 44.575 36.320 44.575 36.320 44.575 44.575 44.575 36.320 44.575 44.575 44.575 36.320 44.575 44.575 44.575 44.575 18.735 26.285 31.320 26.285 31.320 36.320 18.735 26.285 26.285 31.320 36.320 26.285 31.320 18.735 26.285 26.285 31.320
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
D159Z36P D216Z26P D217Z31P D229Z19P D230Z26P D231Z26P D233Z31P D234Z36P D290Z26P D291Z31P D295Z26P D3Z9P D4Z13P D9Z13P D5Z19P D30Z9P D34Z13P D31Z19P D121Z9P D122Z9P D139Z9P D140Z13P D151Z9P D152Z9P D157Z13P D154Z19P D214Z9P D215Z13P D226Z9P D227Z9P D232Z13P D229Z19P D288Z9P D289Z13P D294Z9P D2Z0P D3Z9P D29Z0P D30Z9P D121Z9P D139Z9P D153Z0P D151Z9P D152Z9P D214Z9P D228Z0P D226Z9P D227Z9P D288Z9P D294Z9P D122Z9P
36.320 26.285 31.320 18.735 26.285 26.285 31.320 36.320 26.285 31.320 26.285 8.590 13.340 13.340 18.735 8.590 13.340 18.735 8.590 8.590 8.590 13.340 8.590 8.590 13.340 18.735 8.590 13.340 8.590 8.590 13.340 18.735 8.590 13.340 8.590 0.000 8.590 0.000 8.590 8.590 8.590 0.000 8.590 8.590 8.590 0.000 8.590 8.590 8.590 8.590 8.590
EIA Sections Information:
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Section Label
Top Bottom Joint Member Top Bottom Gross Face Af Face Ar Dead Z Z Count Count Width Width Area Adjust Adjust Load (m) (m) (m) (m) (m^2) Factor Factor Factor -------------------------------------------------------------------------------35 140.870 139.761 12 24 0.70 0.70 0.78 1.0000 1.0000 1.210 34 139.761 138.652 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 33 138.652 137.543 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 32 137.543 136.434 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 31 136.434 135.326 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 30 135.326 134.217 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 29 134.217 133.108 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 28 133.108 131.999 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 27 131.999 130.890 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 26 130.890 127.910 16 40 0.70 1.38 3.10 1.0000 1.0000 1.210 25 127.910 126.489 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 24 126.489 125.069 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 23 125.069 123.648 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 22 123.648 122.227 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 21 122.227 120.806 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 20 120.806 119.386 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 19 119.386 117.965 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 18 117.965 114.920 12 28 1.38 2.65 6.14 1.0000 1.0000 1.210 17 114.920 111.600 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 16 111.600 108.280 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 15 108.280 104.960 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 14 104.960 101.640 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 13 101.640 98.320 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 12 98.320 93.335 20 40 2.65 2.65 13.21 1.0000 1.0000 1.210 11 93.335 89.595 12 16 2.65 3.15 10.85 1.0000 1.0000 1.210 10 89.595 85.875 12 16 3.15 3.65 12.66 1.0000 1.0000 1.210 9 85.875 81.325 12 16 3.65 4.26 18.01 1.0000 1.0000 1.210 8 81.325 75.355 12 16 4.26 5.07 27.86 1.0000 1.0000 1.210 7 75.355 67.955 12 16 5.07 6.06 41.18 1.0000 1.0000 1.210 6 67.955 55.285 12 24 6.06 7.77 87.61 1.0000 1.0000 1.210 5 55.285 44.575 24 52 7.77 9.21 90.89 1.0000 1.0000 1.210 4 44.575 36.320 16 16 9.21 10.32 80.58 1.0000 1.0000 1.210 3 36.320 18.735 28 68 10.32 12.68 202.20 1.0000 1.0000 1.210 2 18.735 8.590 24 52 12.68 14.04 135.57 1.0000 1.0000 1.210 1 8.590 0.000 16 12 14.04 15.20 125.61 1.0000 1.0000 1.210 Equipment Library: Equipment Stock Weight Wind Ice Shape or Drag Diameter Height Property Label Number Area Area EIA Antenna Type Coef. (N) (m^2) (m^2) (m) (m) ----------------------------------------------------------------------------------------------------------------ANT. MICROONDAS D1.2 1248.0 1.13 0.00 EIA Microwave Shroud 1.00 1.20 1.20 ANT. MICROONDAS D1.8 1961.4 2.54 0.00 EIA Microwave 1.00 1.80 1.80 ANT. MICROONDAS D2.4 2451.8 4.52 0.00 EIA Microwave Shroud 1.00 2.40 2.40 ANT. MICROONDAS D3.0 4000.0 7.07 0.00 EIA Microwave Shroud 1.00 3.00 3.00 ANTENA THOMSON 1320.0 1.20 0.00 Square 1.00 0.98 1.20 ANTENA PANEL UHF BANDA ANCHA (4) 1032.0 1.80 0.00 Square 1.00 0.45 4.00 ANTENA VHF BIII 2DIP 1450X1450 (3) 1140.0 1.96 0.00 Square 1.00 0.45 4.35 ANT VHF BIII 2DIP 1250X1550 (1) 380.0 1.94 0.00 Square 1.40 1.25 1.55
17:07:07 03/17/10 Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA ANT VHF BIII 2DIP 1740X2500 (1) ANT ONNY TECHNOLOGY ANT YAGI
380.0 350.0 150.0
4.35 1.20 0.90
0.00 0.00 0.00
Equipment Connectivity: Equipment Label
Attach Label
17:07:07 03/17/10
Equipment EIA Antenna Property Orientation Set Angle (deg) ------------------------------------------------------------------------1 MW D2.44 1 D227Z9P ANT. MICROONDAS D2.4 0.00 2 MW D1.2 1 D9Z13P ANT. MICROONDAS D1.2 0.00 3 MW D1.2 2 D232Z13P ANT. MICROONDAS D1.2 0.00 4 MW D2.44 2 D5Z19P ANT. MICROONDAS D2.4 0.00 5 MW D1.8 1 D229Z19P ANT. MICROONDAS D1.8 0.00 6 MW D2.44 3 D8Z26P ANT. MICROONDAS D2.4 0.00 7 MW D1.8 2 D231Z26P ANT. MICROONDAS D1.8 0.00 8 MW D3.0 1 D10Z31P ANT. MICROONDAS D3.0 0.00 9 MW D2.44 4 D233Z31P ANT. MICROONDAS D2.4 0.00 10 TECNOLOGY D11Z36P ANT ONNY TECHNOLOGY 0.00 11 ANT VHF 1 D152Z9P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 12 ANT VHF 2 D117Z72P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 13 ANT VHF 3 D20Z75P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 14 ANT VHF 4 D18Z55P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 15 ANT VHF 5 D136Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 16 ANT VHF 6 D16Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 17 ANT VHF 7 D119Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 18 ANT VHF 8 D17Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 19 ANT VHF 9 D286Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 20 ANT VHF 10 D220Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 21 ANT VHF 11 D211Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 22 ANT VHF 12 D145Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 23 ANT VHF 13 D208Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 24 ANT VHF 14 D207Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 25 ANT VHF 15 D283Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 26 ANT VHF 16 D282Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 27 ANT VHF 17 D113Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 28 ANT VHF 18 D111Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 29 ANT THOMSON1 D170Z105P ANTENA THOMSON 0.00 30 ANT THOMSON2 D245Z105P ANTENA THOMSON 0.00 31 ANT THOMSON3 D62Z105P ANTENA THOMSON 0.00 32 ANT THOMSON4 D55Z105P ANTENA THOMSON 0.00 33 ANT VHF 19 D73Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 34 ANT VHF 20 D79Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 35 ANT VHF 21 D179Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 36 ANT VHF 22 D182Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 37 ANT VHF 23 D254Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 38 ANT VHF 24 D257Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 39 ANT VHF 25 D72Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 40 ANT VHF 26 D78Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 41 ANT UHF 1 D125Z134P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 42 ANT UHF 2 D129Z139P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 43 ANT UHF 3 D200Z134P ANTENA PANEL UHF BANDA ANCHA (4) 0.00
Square Square Square
1.00 1.00 1.00
1.74 1.00 0.30
2.50 1.20 3.00
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
D204Z139P D275Z134P D279Z139P D97Z134P D105Z139P D158Z31P D162Z50P
ANTENA ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL PANEL
UHF UHF UHF UHF UHF
BANDA BANDA BANDA BANDA BANDA
17:07:07 03/17/10
ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANT YAGI ANT YAGI
0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Loads Data
Structure Height Summary (used for calculating wind/ice adjust with height): Structure height above ground 140.87 (m) Elevation of structure bottom for wind height adjustment: 0.00 (m) Structure height for structure gust response factor: 140.87 (m) Structure gust response factor, Gh: 0.8622 Mean wind conversion factor, m: 0.6000 Wind direction probability factor, Kd, for structures: 0.85, for appurtenances: 0.85 Structure fundamental frequency, f1: 0.2520 (Hz) Guy installation temperature: 15.56 (deg C) Tower Type: Rectangular Latticed ANSI/TIA 222-G Load Options: Structure Class 3 Exposure Category C Open terrain Topographic Category 4 (Kzt calculated based on crest height, H, of 10.00 (m)) Spectral Response SDS 0.550 Spectral Response SD1 0.480 EIA Rev. G Load Cases: Load Case Dead Load Wind Load Strength Description Factor Factor Factor
17:07:07 03/17/10
Load Case Type
Basic Wind Mean Wind Mean Wind Ice Ice Temperature Point Joint Wind Dir. Start Stop Thick. Density Loads Displ. Speed Elevation Elevation (m/s)(Deg) (m) (m) (cm) (N/m^3) (deg C) -----------------------------------------------------------------------------------------------------------------------------------------COMBO 1-1 1.2000 1.6000 1.0000 Regular 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-2 1.2000 1.6000 1.0000 Regular 33.330 45 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-3 1.2000 1.6000 1.0000 Regular 33.330 -45 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-4 1.2000 1.6000 1.0000 Regular 33.330 90 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-5 1.2000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-6 1.2000 1.6000 1.0000 Regular 33.330 180 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-1 1.2000 1.6000 1.0000 Regular 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-2 0.9000 1.6000 1.0000 Regular 33.330 45 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-3 0.9000 1.6000 1.0000 Regular 33.330 -45 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-4 0.9000 1.6000 1.0000 Regular 33.330 90 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-5 0.9000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-6 0.9000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 3-1 1.2000 1.0000 1.0000 Earthquake 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 4-1 0.9000 1.0000 1.0000 Earthquake 33.330 0 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-1 1.0000 1.0000 1.0000 Service 26.820 0 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-2 1.0000 1.0000 1.0000 Service 26.820 45 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-3 1.0000 1.0000 1.0000 Service 26.820 -45 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-4 1.0000 1.0000 1.0000 Service 26.820 90 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-5 1.0000 1.0000 1.0000 Service 26.820 -90 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-6 1.0000 1.0000 1.0000 Service 26.820 180 0.00 0.00 0.0000 0.0000 15.6 VIENTO1 1.0000 1.0000 1.0000 Regular 33.330 0 0.00 0.00 0.0000 0.0000 15.6 VIENTO2 1.0000 1.0000 1.0000 Regular 33.330 45 0.00 0.00 0.0000 0.0000 15.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA VIENTO3 VIENTO4 VIENTO5
1.0000 1.0000 1.0000
1.0000 1.0000 1.0000
1.0000 1.0000 1.0000
17:07:07 03/17/10
Regular Regular Regular
33.330 33.330 33.330
-45 -90 180
0.00 0.00 0.00
0.00 0.0000 0.00 0.0000 0.00 0.0000
0.0000 0.0000 0.0000
Helman O. Mozo
15.6 15.6 15.6
Equipment Load Case Information for "COMBO 1-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 0.00 1.26170 7291.82 7291.82 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 0.00 1.26170 6511.95 6511.95 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 0.00 1.55080 4497.86 4497.86 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 0.00 1.26170 6604.90 6604.90 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 0.00 1.55080 4562.06 4562.06 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 0.00 1.26170 10563.47 10563.47 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 0.00 1.26170 6753.45 6753.45 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 0.00 1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 0.00 5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 0.00 6058.17 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 0.00 6116.72 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 0.00 5732.59 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 0.00 2858.07 0.00 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 0.00 2877.70 0.00 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 0.00 2858.07 0.00 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL PANEL
UHF UHF UHF UHF UHF
BANDA BANDA BANDA BANDA BANDA
ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANT YAGI ANT YAGI
138.65 134.22 138.65 134.22 138.65 31.32 50.35
1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80 1.80 0.90 0.90
0.00 0.00 0.00 0.00 0.00 0.00 0.00
2877.70 2858.07 2877.70 2858.07 2877.70 1065.79 1163.42
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1238.40 1238.40 1238.40 1238.40 1238.40 180.00 180.00
EIA Section Load Case Information for "COMBO 1-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1388 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 4504 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 4504 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 4610 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 4610 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 4610 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 4790 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 7242 0.00 2.00 0.00 1.20 0.00 0 7242 11692 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8144 0.00 2.00 0.00 1.20 0.00 0 8144 12463 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8094 0.00 2.00 0.00 1.20 0.00 0 8094 12463 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8355 0.00 2.00 0.00 1.20 0.00 0 8355 13217 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8300 0.00 2.00 0.00 1.20 0.00 0 8300 13217 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 7933 0.00 2.00 0.00 1.20 0.00 0 7933 12463 12 98.32 93.33 95.83 1479.10 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 12113 0.00 2.00 0.00 1.20 0.00 0 12113 19125 11 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 11956 10 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 12066 9 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 14688 8 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 19097 7 75.36 67.95 71.66 1391.34 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 17940 0.00 2.00 0.00 1.20 0.00 0 17940 26478 6 67.95 55.28 61.62 1347.98 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 32762 0.00 2.00 0.00 1.20 0.00 0 32762 49844 5 55.28 44.58 49.93 1290.45 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 34779 0.00 2.00 0.00 1.20 0.00 0 34779 60432 4 44.58 36.32 40.45 1237.60 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 19675 0.00 2.00 0.00 1.20 0.00 0 19675 41392 3 36.32 18.73 27.53 1164.01 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 48604 0.00 2.00 0.00 1.20 0.00 0 48604 104565 2 18.73 8.59 13.66 1172.03 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.49 3.66 8.1 34891 0.00 2.00 0.00 1.20 0.00 0 34891 75507 1 8.59 0.00 4.29 1482.19 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.45 3.77 5.0 28212 0.00 2.00 0.00 1.20 0.00 0 28212 47957 Equipment Load Case Information for "COMBO 1-2":
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Equipment Label
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6479.24 -1693.35 563.14 6479.24 1693.35 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5786.28 -1512.25 502.91 5786.28 1512.25 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4724.52 -141.54 320.02 4724.52 141.54 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5868.87 -1533.83 510.09 5868.87 1533.83 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4791.96 -143.56 324.59 4791.96 143.56 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 315.00 1.12110 -0.29300 0.04060 9386.31 -2453.12 1019.76 9386.31 2453.12 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6000.87 -1568.33 521.56 6000.87 1568.33 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 315.00 1029.55 1029.55 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 315.00 3932.92 3932.92 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 315.00 4283.78 4283.78 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 315.00 4325.18 4325.18 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 315.00 4053.55 4053.55 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 49 ANT YAGI 50 ANT YAGI
ANT YAGI ANT YAGI
31.32 1184.22 50.35 1292.69
0.00 0.00
0.90 0.90
315.00 315.00
Helman O. Mozo 753.63 822.66
753.63 822.66
180.00 180.00
EIA Section Load Case Information for "COMBO 1-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1486 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1388 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1388 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1388 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1388 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1388 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1388 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1388 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1388 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 4498 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 4504 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 4504 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 4504 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 4610 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 4610 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 4610 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 4790 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.20 1.20 0.54 2.61 2.2 8691 0.00 2.00 0.00 1.20 0.00 0 8691 11692 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9390 0.00 2.00 0.00 1.20 0.00 0 9390 12463 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9331 0.00 2.00 0.00 1.20 0.00 0 9331 12463 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 9705 0.00 2.00 0.00 1.20 0.00 0 9705 13217 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 9640 0.00 2.00 0.00 1.20 0.00 0 9640 13217 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9147 0.00 2.00 0.00 1.20 0.00 0 9147 12463 12 98.32 93.33 95.83 1479.10 0.00 2.79 0.00 0.00 13.2 0.21 1.16 1.16 0.50 2.93 3.2 14034 0.00 2.00 0.00 1.20 0.00 0 14034 19125 11 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 9045 0.00 2.00 0.00 1.20 0.00 0 9045 11956 10 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 9284 0.00 2.00 0.00 1.20 0.00 0 9284 12066 9 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 11335 0.00 2.00 0.00 1.20 0.00 0 11335 14688 8 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 14675 0.00 2.00 0.00 1.20 0.00 0 14675 19097 7 75.36 67.95 71.66 1391.34 0.00 3.68 0.00 0.00 41.2 0.09 1.07 1.07 0.47 3.50 3.9 19141 0.00 2.00 0.00 1.20 0.00 0 19141 26478 6 67.95 55.28 61.62 1347.98 0.00 6.82 0.00 0.00 87.6 0.08 1.06 1.06 0.47 3.57 7.2 34674 0.00 2.00 0.00 1.20 0.00 0 34674 49844 5 55.28 44.58 49.93 1290.45 0.00 7.63 0.00 0.00 90.9 0.08 1.06 1.06 0.48 3.53 8.1 36968 0.00 2.00 0.00 1.20 0.00 0 36968 60432 4 44.58 36.32 40.45 1237.60 0.00 4.30 0.00 0.00 80.6 0.05 1.04 1.04 0.48 3.70 4.5 20463 0.00 2.00 0.00 1.20 0.00 0 20463 41392 3 36.32 18.73 27.53 1164.01 0.00 11.34 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 11.8 50649 0.00 2.00 0.00 1.20 0.00 0 50649 104565 2 18.73 8.59 13.66 1172.03 0.00 8.13 0.00 0.00 135.6 0.06 1.04 1.04 0.49 3.66 8.5 36461 0.00 2.00 0.00 1.20 0.00 0 36461 75507 1 8.59 0.00 4.29 1482.19 0.00 5.05 0.00 0.00 125.6 0.04 1.03 1.03 0.45 3.77 5.2 29062 0.00 2.00 0.00 1.20 0.00 0 29062 47957 Equipment Load Case Information for "COMBO 1-3": Equipment Label
Equipment Elevation Property Above Set Ground (m)
qzGh
Ice Thick.
(Pa)
(cm)
Total Wind Wind Incidence Area Angle (m^2) (deg)
222-G CA
222-G CS
222-G CM
Antenna Antenna Axial Side Load FAM Load FSM (N) (N)
Antenna Moment MM (N-m)
Long. Load
Trans. Load
Vert. Load
(N)
(N)
(N)
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6479.24 1693.35 -563.14 6479.24 -1693.35 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5786.28 1512.25 -502.91 5786.28 -1512.25 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4724.52 141.54 -320.02 4724.52 -141.54 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5868.87 1533.83 -510.09 5868.87 -1533.83 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4791.96 143.56 -324.59 4791.96 -143.56 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 45.00 1.12110 0.29300 -0.04060 9386.31 2453.12 -1019.76 9386.31 -2453.12 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6000.87 1568.33 -521.56 6000.87 -1568.33 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 45.00 1029.55 -1029.55 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 45.00 3932.92 -3932.92 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 45.00 4283.78 -4283.78 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 45.00 4325.18 -4325.18 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 45.00 4053.55 -4053.55 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 49 ANT YAGI ANT YAGI 31.32 1184.22 0.00 0.90 45.00 753.63 -753.63 180.00 822.66 -822.66 180.00 50 ANT YAGI ANT YAGI 50.35 1292.69 0.00 0.90 45.00 EIA Section Load Case Information for "COMBO 1-3":
Page
Job
57 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1486 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1388 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1388 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1388 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1388 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1388 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1388 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1388 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1388 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 4498 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 4504 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 4504 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 4504 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 4610 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 4610 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 4610 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 4790 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.20 1.20 0.54 2.61 2.2 8691 0.00 2.00 0.00 1.20 0.00 0 8691 11692 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9390 0.00 2.00 0.00 1.20 0.00 0 9390 12463 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9331 0.00 2.00 0.00 1.20 0.00 0 9331 12463 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 9705 0.00 2.00 0.00 1.20 0.00 0 9705 13217 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 9640 0.00 2.00 0.00 1.20 0.00 0 9640 13217 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9147 0.00 2.00 0.00 1.20 0.00 0 9147 12463 12 98.32 93.33 95.83 1479.10 0.00 2.79 0.00 0.00 13.2 0.21 1.16 1.16 0.50 2.93 3.2 14034 0.00 2.00 0.00 1.20 0.00 0 14034 19125 11 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 9045 0.00 2.00 0.00 1.20 0.00 0 9045 11956 10 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 9284 0.00 2.00 0.00 1.20 0.00 0 9284 12066 9 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 11335 0.00 2.00 0.00 1.20 0.00 0 11335 14688 8 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 14675 0.00 2.00 0.00 1.20 0.00 0 14675 19097 7 75.36 67.95 71.66 1391.34 0.00 3.68 0.00 0.00 41.2 0.09 1.07 1.07 0.47 3.50 3.9 19141 0.00 2.00 0.00 1.20 0.00 0 19141 26478 6 67.95 55.28 61.62 1347.98 0.00 6.82 0.00 0.00 87.6 0.08 1.06 1.06 0.47 3.57 7.2 34674 0.00 2.00 0.00 1.20 0.00 0 34674 49844 5 55.28 44.58 49.93 1290.45 0.00 7.63 0.00 0.00 90.9 0.08 1.06 1.06 0.48 3.53 8.1 36968 0.00 2.00 0.00 1.20 0.00 0 36968 60432 4 44.58 36.32 40.45 1237.60 0.00 4.30 0.00 0.00 80.6 0.05 1.04 1.04 0.48 3.70 4.5 20463 0.00 2.00 0.00 1.20 0.00 0 20463 41392 3 36.32 18.73 27.53 1164.01 0.00 11.34 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 11.8 50649 0.00 2.00 0.00 1.20 0.00 0 50649 104565 2 18.73 8.59 13.66 1172.03 0.00 8.13 0.00 0.00 135.6 0.06 1.04 1.04 0.49 3.66 8.5 36461 0.00 2.00 0.00 1.20 0.00 0 36461 75507 1 8.59 0.00 4.29 1482.19 0.00 5.05 0.00 0.00 125.6 0.04 1.03 1.03 0.45 3.77 5.2 29062 0.00 2.00 0.00 1.20 0.00 0 29062 47957 Equipment Load Case Information for "COMBO 1-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -632.26 -3612.10 -1359.31 -632.26 3612.10 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -564.64 -3225.78 -1213.93 -564.64 3225.78 2942.10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1141.87 1158.17 1158.17 1184.22 1184.22 1213.33 1278.62 1392.68 1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
-0.01170 -0.10940 -0.01170 -0.10940 -0.10940
-0.34380 -0.62500 -0.34380 -0.62500 -0.62500
-0.13130 -0.09800 -0.13130 -0.09800 -0.09800
-33.93 -572.70 -34.42 -915.94 -585.58
Helman O. Mozo
-997.14 -685.47 -33.93 997.14 -3271.82 -1231.25 -572.70 3271.82 -1011.37 -695.25 -34.42 1011.37 -5232.76 -2461.49 -915.94 5232.76 -3345.41 -1258.95 -585.58 3345.41 0.00 1456.00 0.00 5561.99 0.00 6058.17 0.00 6116.72 0.00 5732.59 0.00 5879.19 0.00 5985.27 0.00 5879.19 0.00 5985.27 0.00 5879.19 0.00 5985.27 0.00 5879.19 0.00 5985.27 0.00 3905.17 0.00 3944.60 0.00 3905.17 0.00 3944.60 0.00 3905.17 0.00 3944.60 0.00 1809.26 0.00 1809.26 0.00 1809.26 0.00 1809.26 0.00 3043.91 0.00 3066.21 0.00 3043.91 0.00 3066.21 0.00 3043.91 0.00 3066.21 0.00 3043.91 0.00 3066.21 0.00 2858.07 0.00 2877.70 0.00 2858.07 0.00 2877.70 0.00 2858.07 0.00 2877.70 0.00 2858.07 0.00 2877.70 0.00 1065.79 0.00 1163.42
EIA Section Load Case Information for "COMBO 1-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. Top Bottom Above Gnd.
qzGh
Ice Thick.
Face AF
Face Face AR RR*AR
Face Face Face Face Face Face AG e DF DR RR CF
Face AE
Face WF
NotF NotF AAF CAF
NotF NotF NotF AAR CAR AAR*CAR
NotF Total Total WA Wind Weight
2353.68 2942.10 2353.68 4800.00 2942.10 420.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 180.00 180.00
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Job
59 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
(m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1388 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 4504 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 4504 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 4610 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 4610 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 4610 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 4790 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 7242 0.00 2.00 0.00 1.20 0.00 0 7242 11692 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8144 0.00 2.00 0.00 1.20 0.00 0 8144 12463 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8094 0.00 2.00 0.00 1.20 0.00 0 8094 12463 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8355 0.00 2.00 0.00 1.20 0.00 0 8355 13217 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8300 0.00 2.00 0.00 1.20 0.00 0 8300 13217 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 7933 0.00 2.00 0.00 1.20 0.00 0 7933 12463 12 98.32 93.33 95.83 1479.10 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 12113 0.00 2.00 0.00 1.20 0.00 0 12113 19125 11 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 11956 10 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 12066 9 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 14688 8 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 19097 7 75.36 67.95 71.66 1391.34 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 17940 0.00 2.00 0.00 1.20 0.00 0 17940 26478 6 67.95 55.28 61.62 1347.98 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 32762 0.00 2.00 0.00 1.20 0.00 0 32762 49844 5 55.28 44.58 49.93 1290.45 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 34779 0.00 2.00 0.00 1.20 0.00 0 34779 60432 4 44.58 36.32 40.45 1237.60 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 19675 0.00 2.00 0.00 1.20 0.00 0 19675 41392 3 36.32 18.73 27.53 1164.01 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 48604 0.00 2.00 0.00 1.20 0.00 0 48604 104565 2 18.73 8.59 13.66 1172.03 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.49 3.66 8.1 34891 0.00 2.00 0.00 1.20 0.00 0 34891 75507 1 8.59 0.00 4.29 1482.19 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.45 3.77 5.0 28212 0.00 2.00 0.00 1.20 0.00 0 28212 47957 Equipment Load Case Information for "COMBO 1-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -915.94 5232.76 2461.49 -915.94 -5232.76 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -585.58 3345.41 1258.95 -585.58 -3345.41 2942.10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT ONNY TECHNOLOGY BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1740X2500 (1) BIII 2DIP 1250X1550 (1) BIII 2DIP 1250X1550 (1) BIII 2DIP 1250X1550 (1) BIII 2DIP 1250X1550 (1) BIII 2DIP 1250X1550 (1) BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1213.33 1278.62 1392.68 1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-1456.00 -5561.99 -6058.17 -6116.72 -5732.59 -5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -3905.17 -3944.60 -3905.17 -3944.60 -3905.17 -3944.60 -1809.26 -1809.26 -1809.26 -1809.26 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70 -1065.79 -1163.42
EIA Section Load Case Information for "COMBO 1-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 0.00 0 1101 1388 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20
420.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 180.00 180.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
137.54 136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
136.99 135.88 134.77 133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
1594.66 1591.94 1589.19 1586.43 1583.65 1580.85 1575.64 1569.97 1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1290.45 1237.60 1164.01 1172.03 1482.19
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.80 0.00 1.79 0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 3.1 0.31 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.29 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.20 1.00 0.00 13.2 0.21 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.09 1.00 0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.63 0.63 0.63 0.63 0.63 0.63 0.60 0.55 0.55 0.55 0.56 0.56 0.56 0.56 0.54 0.50 0.50 0.50 0.50 0.50 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.48 0.49 0.49 0.45
2.33 2.33 2.33 2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.61 2.96 2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
0.3 0.3 0.3 0.3 0.3 0.3 1.0 0.5 0.5 0.5 0.6 0.6 0.6 0.6 1.8 1.8 1.8 1.9 1.9 1.8 2.8 1.7 1.8 2.2 2.8 3.7 6.8 7.6 4.3 11.3 8.1 5.0
1099 1097 1095 1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7242 8144 8094 8355 8300 7933 12113 8070 8398 10400 13649 17940 32762 34779 19675 48604 34891 28212
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1099 1388 1097 1388 1095 1388 1094 1388 1092 1388 1090 1388 3894 4498 2249 4504 2243 4504 2238 4504 2297 4610 2292 4610 2286 4610 2280 4790 7242 11692 8144 12463 8094 12463 8355 13217 8300 13217 7933 12463 12113 19125 8070 11956 8398 12066 10400 14688 13649 19097 17940 26478 32762 49844 34779 60432 19675 41392 48604 104565 34891 75507 28212 47957
Equipment Load Case Information for "COMBO 1-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 180.00 -1.01560 -5869.52 -5869.52 -0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 180.00 -1.01560 -1350.78 -1350.78 -0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 180.00 -1.01560 -1350.78 -1350.78 -0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 180.00 -1.01560 -5241.77 -5241.77 -0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 180.00 -1.05470 -3059.00 -3059.00 -0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 180.00 -1.01560 -5316.58 -5316.58 -0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 180.00 -1.05470 -3102.66 -3102.66 -0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 180.00 -1.01560 -8503.02 -8503.02 -0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 180.00 -1.01560 -5436.16 -5436.16 -0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 180.00 -1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 180.00 -5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 180.00 -6058.17 0.00 456.00 -6116.72 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 180.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 180.00 -5732.59 0.00 456.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -3905.17 -3944.60 -3905.17 -3944.60 -3905.17 -3944.60 -1809.26 -1809.26 -1809.26 -1809.26 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70 -1065.79 -1163.42
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
EIA Section Load Case Information for "COMBO 1-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388
456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 180.00 180.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
1580.85 1575.64 1569.97 1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1290.45 1237.60 1164.01 1172.03 1482.19
0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.80 0.00 1.79 0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.00 0.00 3.1 0.31 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.29 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.20 1.00 0.00 13.2 0.21 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.09 1.00 0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.63 0.60 0.55 0.55 0.55 0.56 0.56 0.56 0.56 0.54 0.50 0.50 0.50 0.50 0.50 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.48 0.49 0.49 0.45
2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.61 2.96 2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
0.3 1.0 0.5 0.5 0.5 0.6 0.6 0.6 0.6 1.8 1.8 1.8 1.9 1.9 1.8 2.8 1.7 1.8 2.2 2.8 3.7 6.8 7.6 4.3 11.3 8.1 5.0
1090 3894 2249 2243 2238 2297 2292 2286 2280 7242 8144 8094 8355 8300 7933 12113 8070 8398 10400 13649 17940 32762 34779 19675 48604 34891 28212
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1090 1388 3894 4498 2249 4504 2243 4504 2238 4504 2297 4610 2292 4610 2286 4610 2280 4790 7242 11692 8144 12463 8094 12463 8355 13217 8300 13217 7933 12463 12113 19125 8070 11956 8398 12066 10400 14688 13649 19097 17940 26478 32762 49844 34779 60432 19675 41392 48604 104565 34891 75507 28212 47957
Equipment Load Case Information for "COMBO 2-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 0.00 1.26170 7291.82 7291.82 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 0.00 1.26170 6511.95 6511.95 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 0.00 1.55080 4497.86 4497.86 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 0.00 1.26170 6604.90 6604.90 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 0.00 1.55080 4562.06 4562.06 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 0.00 1.26170 10563.47 10563.47 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 0.00 1.26170 6753.45 6753.45 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 0.00 1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 0.00 5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 0.00 6058.17 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 0.00 6116.72 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 0.00 5732.59 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 5985.27 0.00 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5985.27 5879.19 5985.27 3905.17 3944.60 3905.17 3944.60 3905.17 3944.60 1809.26 1809.26 1809.26 1809.26 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 1065.79 1163.42
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 180.00 180.00
EIA Section Load Case Information for "COMBO 2-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1388 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 4504 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 4504
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1290.45 1237.60 1164.01 1172.03 1482.19
0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.80 0.00 1.79 0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.29 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.20 1.00 0.00 13.2 0.21 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.09 1.00 0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.56 0.56 0.56 0.56 0.54 0.50 0.50 0.50 0.50 0.50 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.48 0.49 0.49 0.45
2.65 2.65 2.65 2.65 2.61 2.96 2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
0.6 0.6 0.6 0.6 1.8 1.8 1.8 1.9 1.9 1.8 2.8 1.7 1.8 2.2 2.8 3.7 6.8 7.6 4.3 11.3 8.1 5.0
2297 2292 2286 2280 7242 8144 8094 8355 8300 7933 12113 8070 8398 10400 13649 17940 32762 34779 19675 48604 34891 28212
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2297 4610 2292 4610 2286 4610 2280 4790 7242 11692 8144 12463 8094 12463 8355 13217 8300 13217 7933 12463 12113 19125 8070 11956 8398 12066 10400 14688 13649 19097 17940 26478 32762 49844 34779 60432 19675 41392 48604 104565 34891 75507 28212 47957
Equipment Load Case Information for "COMBO 2-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6479.24 -1693.35 563.14 6479.24 1693.35 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5786.28 -1512.25 502.91 5786.28 1512.25 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4724.52 -141.54 320.02 4724.52 141.54 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5868.87 -1533.83 510.09 5868.87 1533.83 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4791.96 -143.56 324.59 4791.96 143.56 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 315.00 1.12110 -0.29300 0.04060 9386.31 -2453.12 1019.76 9386.31 2453.12 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6000.87 -1568.33 521.56 6000.87 1568.33 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 315.00 1029.55 1029.55 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 315.00 3932.92 3932.92 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 315.00 4283.78 4283.78 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 315.00 4325.18 4325.18 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 315.00 4053.55 4053.55 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 342.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT ANT ANT ANT
VHF VHF VHF VHF
BIII BIII BIII BIII
2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
2761.37 2789.25 2761.37 2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 753.63 822.66
Helman O. Mozo 2761.37 2789.25 2761.37 2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 753.63 822.66
EIA Section Load Case Information for "COMBO 2-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1115 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1041 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1041 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1041 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1041 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1041 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1041 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1041 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1041 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 3373 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 3378 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 3378 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 3378 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 3458 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 3458 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 3458 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 3593 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.20 1.20 0.54 2.61 2.2 8691 0.00 2.00 0.00 1.20 0.00 0 8691 8769
342.00 342.00 342.00 342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80 135.00 135.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1290.45 1237.60 1164.01 1172.03 1482.19
0.00 1.79 0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.22 1.16 0.00 8.8 0.22 1.16 0.00 8.8 0.20 1.15 0.00 13.2 0.21 1.16 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.09 1.07 0.00 87.6 0.08 1.06 0.00 90.9 0.08 1.06 0.00 80.6 0.05 1.04 0.00 202.2 0.06 1.04 0.00 135.6 0.06 1.04 0.00 125.6 0.04 1.03
1.15 1.15 1.16 1.16 1.15 1.16 1.12 1.11 1.09 1.08 1.07 1.06 1.06 1.04 1.04 1.04 1.03
0.50 0.50 0.50 0.50 0.50 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.48 0.49 0.49 0.45
2.96 2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
2.1 2.1 2.2 2.2 2.1 3.2 2.0 2.0 2.4 3.0 3.9 7.2 8.1 4.5 11.8 8.5 5.2
9390 9331 9705 9640 9147 14034 9045 9284 11335 14675 19141 34674 36968 20463 50649 36461 29062
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9390 9331 9705 9640 9147 14034 9045 9284 11335 14675 19141 34674 36968 20463 50649 36461 29062
9347 9347 9913 9913 9347 14344 8967 9049 11016 14322 19859 37383 45324 31044 78423 56630 35967
Equipment Load Case Information for "COMBO 2-3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6479.24 1693.35 -563.14 6479.24 -1693.35 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5786.28 1512.25 -502.91 5786.28 -1512.25 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4724.52 141.54 -320.02 4724.52 -141.54 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5868.87 1533.83 -510.09 5868.87 -1533.83 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4791.96 143.56 -324.59 4791.96 -143.56 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 45.00 1.12110 0.29300 -0.04060 9386.31 2453.12 -1019.76 9386.31 -2453.12 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6000.87 1568.33 -521.56 6000.87 -1568.33 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 45.00 1029.55 -1029.55 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 45.00 3932.92 -3932.92 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 45.00 4283.78 -4283.78 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 45.00 4325.18 -4325.18 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 45.00 4053.55 -4053.55 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00 2789.25 -2789.25 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1188.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 753.63 822.66
Helman O. Mozo -1279.34 -1279.34 -1279.34 -2152.37 -2168.14 -2152.37 -2168.14 -2152.37 -2168.14 -2152.37 -2168.14 -2020.96 -2034.84 -2020.96 -2034.84 -2020.96 -2034.84 -2020.96 -2034.84 -753.63 -822.66
EIA Section Load Case Information for "COMBO 2-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1115 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1041 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1041 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1041 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1041 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1041 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1041 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1041 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1041 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 3373 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 3378 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 3378 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 3378 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 3458 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 3458 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 3458 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 3593 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.20 1.20 0.54 2.61 2.2 8691 0.00 2.00 0.00 1.20 0.00 0 8691 8769 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9390 0.00 2.00 0.00 1.20 0.00 0 9390 9347 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9331 0.00 2.00 0.00 1.20 0.00 0 9331 9347 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 9705 0.00 2.00 0.00 1.20 0.00 0 9705 9913 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 9640 0.00 2.00 0.00 1.20 0.00 0 9640 9913 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 9147 0.00 2.00 0.00 1.20 0.00 0 9147 9347
1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80 135.00 135.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 12 11 10 9 8 7 6 5 4 3 2 1
98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1290.45 1237.60 1164.01 1172.03 1482.19
0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 13.2 0.21 1.16 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.09 1.07 0.00 87.6 0.08 1.06 0.00 90.9 0.08 1.06 0.00 80.6 0.05 1.04 0.00 202.2 0.06 1.04 0.00 135.6 0.06 1.04 0.00 125.6 0.04 1.03
1.16 1.12 1.11 1.09 1.08 1.07 1.06 1.06 1.04 1.04 1.04 1.03
0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.48 0.49 0.49 0.45
2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
3.2 2.0 2.0 2.4 3.0 3.9 7.2 8.1 4.5 11.8 8.5 5.2
14034 9045 9284 11335 14675 19141 34674 36968 20463 50649 36461 29062
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0
14034 9045 9284 11335 14675 19141 34674 36968 20463 50649 36461 29062
14344 8967 9049 11016 14322 19859 37383 45324 31044 78423 56630 35967
Equipment Load Case Information for "COMBO 2-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -632.26 -3612.10 -1359.31 -632.26 3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -564.64 -3225.78 -1213.93 -564.64 3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -33.93 -997.14 -685.47 -33.93 997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -572.70 -3271.82 -1231.25 -572.70 3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -34.42 -1011.37 -695.25 -34.42 1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 270.00 -0.10940 -0.62500 -0.09800 -915.94 -5232.76 -2461.49 -915.94 5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -585.58 -3345.41 -1258.95 -585.58 3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 270.00 0.00 1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 270.00 0.00 5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 270.00 0.00 6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 270.00 0.00 6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 270.00 0.00 5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 0.00 3043.91 1026.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 270.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 270.00 0.00 3066.21 1026.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
17:07:07 03/17/10
120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 1065.79 1163.42
EIA Section Load Case Information for "COMBO 2-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 7242 0.00 2.00 0.00 1.20 0.00 0 7242 8769 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8144 0.00 2.00 0.00 1.20 0.00 0 8144 9347 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8094 0.00 2.00 0.00 1.20 0.00 0 8094 9347 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8355 0.00 2.00 0.00 1.20 0.00 0 8355 9913 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8300 0.00 2.00 0.00 1.20 0.00 0 8300 9913 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 7933 0.00 2.00 0.00 1.20 0.00 0 7933 9347 12 98.32 93.33 95.83 1479.10 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 12113 0.00 2.00 0.00 1.20 0.00 0 12113 14344 11 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 10 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049 9 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 11016 0.00 0 13649 14322 8 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20
1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80 135.00 135.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 7 6 5 4 3 2 1
75.36 67.95 55.28 44.58 36.32 18.73 8.59
67.95 55.28 44.58 36.32 18.73 8.59 0.00
71.66 61.62 49.93 40.45 27.53 13.66 4.29
1391.34 1347.98 1290.45 1237.60 1164.01 1172.03 1482.19
0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 41.2 0.09 1.00 0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.47 0.47 0.48 0.48 0.49 0.49 0.45
3.50 3.57 3.53 3.70 3.68 3.66 3.77
3.7 6.8 7.6 4.3 11.3 8.1 5.0
17940 32762 34779 19675 48604 34891 28212
0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo 0 0 0 0 0 0 0
17940 32762 34779 19675 48604 34891 28212
19859 37383 45324 31044 78423 56630 35967
Equipment Load Case Information for "COMBO 2-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -915.94 5232.76 2461.49 -915.94 -5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -585.58 3345.41 1258.95 -585.58 -3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 90.00 0.00 -1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 90.00 0.00 -5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 90.00 0.00 -6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 90.00 0.00 -6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 90.00 0.00 -5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 0.00 -3066.21 1026.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 49 ANT YAGI ANT YAGI 50 ANT YAGI ANT YAGI
125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-3066.21 1026.00 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80 -1065.79 135.00 -1163.42 135.00
EIA Section Load Case Information for "COMBO 2-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 7242 0.00 2.00 0.00 1.20 0.00 0 7242 8769 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8144 0.00 2.00 0.00 1.20 0.00 0 8144 9347 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8094 0.00 2.00 0.00 1.20 0.00 0 8094 9347 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8355 0.00 2.00 0.00 1.20 0.00 0 8355 9913 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8300 0.00 2.00 0.00 1.20 0.00 0 8300 9913 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 7933 0.00 2.00 0.00 1.20 0.00 0 7933 9347 12 98.32 93.33 95.83 1479.10 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 12113 0.00 2.00 0.00 1.20 0.00 0 12113 14344 11 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 10 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049 9 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 11016 8 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 14322 7 75.36 67.95 71.66 1391.34 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 17940 0.00 2.00 0.00 1.20 0.00 0 17940 19859 6 67.95 55.28 61.62 1347.98 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 32762 0.00 2.00 0.00 1.20 0.00 0 32762 37383 5 55.28 44.58 49.93 1290.45 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 34779 0.00 2.00 0.00 1.20 0.00 0 34779 45324 4 44.58 36.32 40.45 1237.60 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 19675 0.00 2.00 0.00 1.20 0.00 0 19675 31044 3 36.32 18.73 27.53 1164.01 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 48604 0.00 2.00 0.00 1.20 0.00 0 48604 78423
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 2 1
18.73 8.59
8.59 0.00
13.66 1172.03 4.29 1482.19
0.00 0.00
8.13 5.05
0.00 0.00
0.00 135.6 0.06 1.00 1.00 0.49 3.66 0.00 125.6 0.04 1.00 1.00 0.45 3.77
8.1 34891 5.0 28212
0.00 2.00 0.00 2.00
0.00 1.20 0.00 1.20
0.00 0.00
Helman O. Mozo 0 34891 0 28212
56630 35967
Equipment Load Case Information for "COMBO 2-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -915.94 5232.76 2461.49 -915.94 -5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -585.58 3345.41 1258.95 -585.58 -3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 90.00 0.00 -1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 90.00 0.00 -5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 90.00 0.00 -6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 90.00 0.00 -6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 90.00 0.00 -5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 90.00 0.00 -2858.07 928.80 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 90.00 0.00 -2877.70 928.80 0.00 -2858.07 928.80 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 90.00 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 90.00 0.00 -2877.70 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL
UHF UHF UHF UHF
BANDA BANDA BANDA BANDA
ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANT YAGI ANT YAGI
134.22 138.65 134.22 138.65 31.32 50.35
1587.81 1598.72 1587.81 1598.72 1184.22 1292.69
0.00 0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80 0.90 0.90
90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00
-2858.07 -2877.70 -2858.07 -2877.70 -1065.79 -1163.42
EIA Section Load Case Information for "COMBO 2-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 34 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 33 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 32 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 31 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 30 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 29 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 28 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 27 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 26 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 25 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 24 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 23 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 22 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 21 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 20 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 19 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 18 117.97 114.92 116.44 1541.03 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 7242 0.00 2.00 0.00 1.20 0.00 0 7242 8769 17 114.92 111.60 113.26 1532.07 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8144 0.00 2.00 0.00 1.20 0.00 0 8144 9347 16 111.60 108.28 109.94 1522.50 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 8094 0.00 2.00 0.00 1.20 0.00 0 8094 9347 15 108.28 104.96 106.62 1512.70 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8355 0.00 2.00 0.00 1.20 0.00 0 8355 9913 14 104.96 101.64 103.30 1502.66 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 8300 0.00 2.00 0.00 1.20 0.00 0 8300 9913 13 101.64 98.32 99.98 1492.36 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 7933 0.00 2.00 0.00 1.20 0.00 0 7933 9347 12 98.32 93.33 95.83 1479.10 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 12113 0.00 2.00 0.00 1.20 0.00 0 12113 14344 11 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 10 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049 9 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 11016 8 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 14322 7 75.36 67.95 71.66 1391.34 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 17940 0.00 2.00 0.00 1.20 0.00 0 17940 19859 6 67.95 55.28 61.62 1347.98 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 32762 0.00 2.00 0.00 1.20 0.00 0 32762 37383 5 55.28 44.58 49.93 1290.45 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 34779 0.00 2.00 0.00 1.20 0.00 0 34779 45324 4 44.58 36.32 40.45 1237.60 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 19675 0.00 2.00 0.00 1.20 0.00 0 19675 31044 3 36.32 18.73 27.53 1164.01 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 48604 0.00 2.00 0.00 1.20 0.00 0 48604 78423 2 18.73 8.59 13.66 1172.03 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.49 3.66 8.1 34891 0.00 2.00 0.00 1.20 0.00 0 34891 56630 1 8.59 0.00 4.29 1482.19 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.45 3.77 5.0 28212 0.00 2.00 0.00 1.20 0.00 0 28212 35967 Equipment Load Case Information for "COMBO 3-1":
928.80 928.80 928.80 928.80 135.00 135.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Equipment Label
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 0.00 1.26170 4557.39 4557.39 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 0.00 1.26170 4069.97 4069.97 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 0.00 1.55080 2811.16 2811.16 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 0.00 1.26170 4128.06 4128.06 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 0.00 1.55080 2851.29 2851.29 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 0.00 1.26170 6602.17 6602.17 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 0.00 1.26170 4220.91 4220.91 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 0.00 910.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 0.00 3476.25 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 0.00 3786.36 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 0.00 3822.95 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 0.00 3582.87 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 1798.56 0.00 1238.40 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 49 ANT YAGI ANT YAGI 31.32 740.14 0.00 0.90 0.00 666.12 0.00 180.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 50 ANT YAGI
ANT YAGI
50.35 807.93
0.00
0.90
0.00
727.14
Helman O. Mozo 0.00
180.00
EIA Section Load Case Information for "COMBO 3-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1486 34 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1388 33 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1388 32 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1388 31 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1388 30 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1388 29 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1388 28 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1388 27 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1388 26 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 4498 25 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 4504 24 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 4504 23 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 4504 22 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 4610 21 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 4610 20 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 4610 19 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 4790 18 117.97 114.92 116.44 963.14 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 4527 0.00 2.00 0.00 1.20 0.00 0 4527 11692 17 114.92 111.60 113.26 957.54 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5090 0.00 2.00 0.00 1.20 0.00 0 5090 12463 16 111.60 108.28 109.94 951.56 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5058 0.00 2.00 0.00 1.20 0.00 0 5058 12463 15 108.28 104.96 106.62 945.44 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5222 0.00 2.00 0.00 1.20 0.00 0 5222 13217 14 104.96 101.64 103.30 939.16 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5187 0.00 2.00 0.00 1.20 0.00 0 5187 13217 13 101.64 98.32 99.98 932.73 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 4958 0.00 2.00 0.00 1.20 0.00 0 4958 12463 12 98.32 93.33 95.83 924.44 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 7571 0.00 2.00 0.00 1.20 0.00 0 7571 19125 11 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 11956 10 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 12066 9 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 14688 8 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 19097 7 75.36 67.95 71.66 869.59 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 11212 0.00 2.00 0.00 1.20 0.00 0 11212 26478 6 67.95 55.28 61.62 842.49 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 20476 0.00 2.00 0.00 1.20 0.00 0 20476 49844 5 55.28 44.58 49.93 806.53 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 21737 0.00 2.00 0.00 1.20 0.00 0 21737 60432 4 44.58 36.32 40.45 773.50 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 12297 0.00 2.00 0.00 1.20 0.00 0 12297 41392 3 36.32 18.73 27.53 727.51 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 30378 0.00 2.00 0.00 1.20 0.00 0 30378 104565 2 18.73 8.59 13.66 732.52 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.49 3.66 8.1 21807 0.00 2.00 0.00 1.20 0.00 0 21807 75507 1 8.59 0.00 4.29 926.37 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.45 3.77 5.0 17632 0.00 2.00 0.00 1.20 0.00 0 17632 47957 Equipment Load Case Information for "COMBO 4-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 1 MW D2.44 1 2 MW D1.2 1 3 MW D1.2 2 4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.2 ANT. MICROONDAS D1.2 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
8.59 13.34 13.34 18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
799.14 734.99 734.99 713.67 713.67 723.86 723.86 740.14 740.14 758.33 799.14 870.43 878.84 823.65 844.71 859.95 844.71 859.95 844.71 859.95 844.71 859.95 898.65 907.72 898.65 907.72 898.65 907.72 942.32 942.32 942.32 942.32 970.63 977.74 970.63 977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20 740.14 807.93
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 1.13 1.13 4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.26170 1.26170 1.26170 1.26170 1.55080 1.26170 1.55080 1.26170 1.26170
4557.39 1048.82 1048.82 4069.97 2811.16 4128.06 2851.29 6602.17 4220.91
EIA Section Load Case Information for "COMBO 4-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh),
4557.39 1048.82 1048.82 4069.97 2811.16 4128.06 2851.29 6602.17 4220.91 910.00 3476.25 3786.36 3822.95 3582.87 3674.50 3740.80 3674.50 3740.80 3674.50 3740.80 3674.50 3740.80 2440.73 2465.37 2440.73 2465.37 2440.73 2465.37 1130.79 1130.79 1130.79 1130.79 1902.44 1916.38 1902.44 1916.38 1902.44 1916.38 1902.44 1916.38 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 666.12 727.14
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2206.58 1123.20 1123.20 2206.58 1765.26 2206.58 1765.26 3600.00 2206.58 315.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80 135.00 135.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1115 34 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1041 33 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1041 32 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1041 31 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1041 30 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1041 29 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1041 28 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1041 27 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1041 26 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3373 25 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3378 24 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3378 23 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3378 22 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3458 21 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3458 20 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3458 19 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3593 18 117.97 114.92 116.44 963.14 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 4527 0.00 2.00 0.00 1.20 0.00 0 4527 8769 17 114.92 111.60 113.26 957.54 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5090 0.00 2.00 0.00 1.20 0.00 0 5090 9347 16 111.60 108.28 109.94 951.56 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5058 0.00 2.00 0.00 1.20 0.00 0 5058 9347 15 108.28 104.96 106.62 945.44 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5222 0.00 2.00 0.00 1.20 0.00 0 5222 9913 14 104.96 101.64 103.30 939.16 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5187 0.00 2.00 0.00 1.20 0.00 0 5187 9913 13 101.64 98.32 99.98 932.73 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 4958 0.00 2.00 0.00 1.20 0.00 0 4958 9347 12 98.32 93.33 95.83 924.44 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 7571 0.00 2.00 0.00 1.20 0.00 0 7571 14344 11 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 8967 10 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 9049 9 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 11016 8 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 14322 7 75.36 67.95 71.66 869.59 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 11212 0.00 2.00 0.00 1.20 0.00 0 11212 19859 6 67.95 55.28 61.62 842.49 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 20476 0.00 2.00 0.00 1.20 0.00 0 20476 37383 5 55.28 44.58 49.93 806.53 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 21737 0.00 2.00 0.00 1.20 0.00 0 21737 45324 4 44.58 36.32 40.45 773.50 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 12297 0.00 2.00 0.00 1.20 0.00 0 12297 31044 3 36.32 18.73 27.53 727.51 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 30378 0.00 2.00 0.00 1.20 0.00 0 30378 78423 2 18.73 8.59 13.66 732.52 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.49 3.66 8.1 21807 0.00 2.00 0.00 1.20 0.00 0 21807 56630 1 8.59 0.00 4.29 926.37 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.45 3.77 5.0 17632 0.00 2.00 0.00 1.20 0.00 0 17632 35967 Equipment Load Case Information for "SERVICIO 1-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 0.00 1.26170 2566.05 2566.05 0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 0.00 1.26170 590.54 590.54 0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 0.00 1.26170 590.54 590.54 0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 0.00 1.26170 2291.61 2291.61 0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 0.00 1.55080 1582.83 1582.83 0.00 1961.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
407.57 407.57 416.74 416.74 426.98 449.96 490.10 494.83 463.76 475.62 484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60 416.74 454.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.26170 1.55080 1.26170 1.26170
2324.32 1605.43 3717.37 2376.59
2324.32 1605.43 3717.37 2376.59 512.38 1957.31 2131.92 2152.52 2017.34 2068.93 2106.26 2068.93 2106.26 2068.93 2106.26 2068.93 2106.26 1374.26 1388.14 1374.26 1388.14 1374.26 1388.14 636.69 636.69 636.69 636.69 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 375.06 409.42
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2451.75 1961.40 4000.00 2451.75 350.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
EIA Section Load Case Information for "SERVICIO 1-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. Top Bottom Above Gnd. (m) (m) (m)
qzGh (Pa)
Ice Face Face Face Face Face Face Face Face Face Thick. AF AR RR*AR AG e DF DR RR CF (cm) (m^2) (m^2) (m^2) (m^2)
Face AE (m^2)
Face WF (N)
NotF NotF AAF CAF (m^2)
NotF NotF NotF AAR CAR AAR*CAR (m^2) (m^2)
NotF Total Total WA Wind Weight (N) (N) (N)
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
---------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 34 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 33 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 32 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 31 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 30 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 29 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 28 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 27 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 26 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 25 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 24 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 23 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 22 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 21 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 20 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 19 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 0.00 0 802 3992 18 117.97 114.92 116.44 542.30 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.58 2.61 1.8 2549 0.00 2.00 0.00 1.20 0.00 0 2549 9743 17 114.92 111.60 113.26 539.15 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.96 1.8 2866 0.00 2.00 0.00 1.20 0.00 0 2866 10386 16 111.60 108.28 109.94 535.78 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.96 1.8 2848 0.00 2.00 0.00 1.20 0.00 0 2848 10386 15 108.28 104.96 106.62 532.33 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.55 2.91 1.9 2940 0.00 2.00 0.00 1.20 0.00 0 2940 11014 14 104.96 101.64 103.30 528.80 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.55 2.91 1.9 2921 0.00 2.00 0.00 1.20 0.00 0 2921 11014 13 101.64 98.32 99.98 525.18 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.96 1.8 2792 0.00 2.00 0.00 1.20 0.00 0 2792 10386 12 98.32 93.33 95.83 520.51 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.55 2.93 2.8 4263 0.00 2.00 0.00 1.20 0.00 0 4263 15938 11 93.33 89.59 91.47 515.43 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.54 3.15 1.7 2840 0.00 2.00 0.00 1.20 0.00 0 2840 9964 10 89.59 85.88 87.73 510.93 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.54 3.25 1.8 2955 0.00 2.00 0.00 1.20 0.00 0 2955 10055 9 85.88 81.33 83.60 505.76 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.54 3.35 2.2 3660 0.00 2.00 0.00 1.20 0.00 0 3660 12240 8 81.33 75.36 78.34 498.89 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.54 3.45 2.8 4803 0.00 2.00 0.00 1.20 0.00 0 4803 15914 7 75.36 67.95 71.66 489.62 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.54 3.50 3.7 6313 0.00 2.00 0.00 1.20 0.00 0 6313 22065 6 67.95 55.28 61.62 474.37 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.54 3.57 6.8 11529 0.00 2.00 0.00 1.20 0.00 0 11529 41537 5 55.28 44.58 49.93 454.12 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.55 3.53 7.6 12239 0.00 2.00 0.00 1.20 0.00 0 12239 50360 4 44.58 36.32 40.45 435.52 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.55 3.70 4.3 6924 0.00 2.00 0.00 1.20 0.00 0 6924 34494 3 36.32 18.73 27.53 409.63 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.56 3.68 11.3 17104 0.00 2.00 0.00 1.20 0.00 0 17104 87137 2 18.73 8.59 13.66 412.45 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.56 3.66 8.1 12279 0.00 2.00 0.00 1.20 0.00 0 12279 62922 1 8.59 0.00 4.29 521.60 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.53 3.77 5.0 9928 0.00 2.00 0.00 1.20 0.00 0 9928 39964 Equipment Load Case Information for "SERVICIO 1-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2280.10 -595.90 198.17 2280.10 595.90 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 315.00 1.12110 -0.29300 0.04060 524.73 -137.14 22.80 524.73 137.14 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 315.00 1.12110 -0.29300 0.04060 524.73 -137.14 22.80 524.73 137.14 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2036.24 -532.17 176.98 2036.24 532.17 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 315.00 1.62895 -0.04880 0.06130 1662.60 -49.81 112.62 1662.60 49.81 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2065.30 -539.77 179.50 2065.30 539.77 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 315.00 1.62895 -0.04880 0.06130 1686.33 -50.52 114.23 1686.33 50.52 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 315.00 1.12110 -0.29300 0.04060 3303.12 -863.27 358.86 3303.12 863.27 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2111.75 -551.91 183.54 2111.75 551.91 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 315.00 362.31 362.31 350.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
449.96 490.10 494.83 463.76 475.62 484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60 416.74 454.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
1384.03 1507.49 1522.06 1426.48 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08 265.21 289.50
Helman O. Mozo 1384.03 1507.49 1522.06 1426.48 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08 265.21 289.50
EIA Section Load Case Information for "SERVICIO 1-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 495 0.00 2.00 0.00 1.20 0.00 0 495 1239 34 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 466 0.00 2.00 0.00 1.20 0.00 0 466 1157 33 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 465 0.00 2.00 0.00 1.20 0.00 0 465 1157 32 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 464 0.00 2.00 0.00 1.20 0.00 0 464 1157
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
135.88 134.77 133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
560.22 559.25 558.28 557.30 556.31 554.48 552.48 551.18 549.86 548.53 547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 454.12 435.52 409.63 412.45 521.60
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.80 0.00 1.79 0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 3.1 0.31 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 6.1 0.29 1.20 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.22 1.16 0.00 8.8 0.22 1.16 0.00 8.8 0.20 1.15 0.00 13.2 0.21 1.16 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.09 1.07 0.00 87.6 0.08 1.06 0.00 90.9 0.08 1.06 0.00 80.6 0.05 1.04 0.00 202.2 0.06 1.04 0.00 135.6 0.06 1.04 0.00 125.6 0.04 1.03
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.15 1.15 1.16 1.16 1.15 1.16 1.12 1.11 1.09 1.08 1.07 1.06 1.06 1.04 1.04 1.04 1.03
0.63 0.63 0.63 0.63 0.63 0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.55 0.56 0.56 0.53
2.33 2.33 2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.61 2.96 2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
0.4 0.4 0.4 0.4 0.4 1.2 0.6 0.6 0.6 0.7 0.7 0.7 0.7 2.2 2.1 2.1 2.2 2.2 2.1 3.2 2.0 2.0 2.4 3.0 3.9 7.2 8.1 4.5 11.8 8.5 5.2
463 463 462 461 460 1644 950 947 945 970 968 965 963 3058 3304 3284 3415 3393 3219 4939 3183 3267 3989 5164 6736 12202 13010 7201 17824 12831 10227
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 463 463 462 461 460 1644 950 947 945 970 968 965 963 3058 3304 3284 3415 3393 3219 4939 3183 3267 3989 5164 6736 12202 13010 7201 17824 12831 10227
1157 1157 1157 1157 1157 3748 3754 3754 3754 3842 3842 3842 3992 9743 10386 10386 11014 11014 10386 15938 9964 10055 12240 15914 22065 41537 50360 34494 87137 62922 39964
Equipment Load Case Information for "SERVICIO 1-3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2280.10 595.90 -198.17 2280.10 -595.90 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 45.00 1.12110 0.29300 -0.04060 524.73 137.14 -22.80 524.73 -137.14 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 45.00 1.12110 0.29300 -0.04060 524.73 137.14 -22.80 524.73 -137.14 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2036.24 532.17 -176.98 2036.24 -532.17 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 45.00 1.62895 0.04880 -0.06130 1662.60 49.81 -112.62 1662.60 -49.81 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2065.30 539.77 -179.50 2065.30 -539.77 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 45.00 1.62895 0.04880 -0.06130 1686.33 50.52 -114.23 1686.33 -50.52 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 45.00 1.12110 0.29300 -0.04060 3303.12 863.27 -358.86 3303.12 -863.27 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2111.75 551.91 -183.54 2111.75 -551.91 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 45.00 362.31 -362.31 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 45.00 1384.03 -1384.03 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 45.00 1507.49 -1507.49 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 45.00 1522.06 -1522.06 380.00 1426.48 -1426.48 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 45.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 45.00 1462.96 -1462.96 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60 416.74 454.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08 265.21 289.50
Helman O. Mozo -1489.35 -1462.96 -1489.35 -1462.96 -1489.35 -1462.96 -1489.35 -971.75 -981.56 -971.75 -981.56 -971.75 -981.56 -450.21 -450.21 -450.21 -450.21 -757.43 -762.98 -757.43 -762.98 -757.43 -762.98 -757.43 -762.98 -711.19 -716.08 -711.19 -716.08 -711.19 -716.08 -711.19 -716.08 -265.21 -289.50
EIA Section Load Case Information for "SERVICIO 1-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 495 0.00 2.00 0.00 1.20 0.00 0 495 1239 34 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 466 0.00 2.00 0.00 1.20 0.00 0 466 1157 33 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 465 0.00 2.00 0.00 1.20 0.00 0 465 1157 32 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 464 0.00 2.00 0.00 1.20 0.00 0 464 1157 31 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 463 0.00 2.00 0.00 1.20 0.00 0 463 1157 30 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 463 0.00 2.00 0.00 1.20 0.00 0 463 1157 29 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 462 0.00 2.00 0.00 1.20 0.00 0 462 1157 28 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 461 0.00 2.00 0.00 1.20 0.00 0 461 1157 27 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 460 0.00 2.00 0.00 1.20 0.00 0 460 1157
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
554.48 552.48 551.18 549.86 548.53 547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 454.12 435.52 409.63 412.45 521.60
0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.80 0.00 1.79 0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 3.1 0.31 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 6.1 0.29 1.20 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.22 1.16 0.00 8.8 0.22 1.16 0.00 8.8 0.20 1.15 0.00 13.2 0.21 1.16 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.09 1.07 0.00 87.6 0.08 1.06 0.00 90.9 0.08 1.06 0.00 80.6 0.05 1.04 0.00 202.2 0.06 1.04 0.00 135.6 0.06 1.04 0.00 125.6 0.04 1.03
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.15 1.15 1.16 1.16 1.15 1.16 1.12 1.11 1.09 1.08 1.07 1.06 1.06 1.04 1.04 1.04 1.03
0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.55 0.56 0.56 0.53
2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.61 2.96 2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
1.2 0.6 0.6 0.6 0.7 0.7 0.7 0.7 2.2 2.1 2.1 2.2 2.2 2.1 3.2 2.0 2.0 2.4 3.0 3.9 7.2 8.1 4.5 11.8 8.5 5.2
1644 950 947 945 970 968 965 963 3058 3304 3284 3415 3393 3219 4939 3183 3267 3989 5164 6736 12202 13010 7201 17824 12831 10227
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 1644 950 947 945 970 968 965 963 3058 3304 3284 3415 3393 3219 4939 3183 3267 3989 5164 6736 12202 13010 7201 17824 12831 10227
3748 3754 3754 3754 3842 3842 3842 3992 9743 10386 10386 11014 11014 10386 15938 9964 10055 12240 15914 22065 41537 50360 34494 87137 62922 39964
Equipment Load Case Information for "SERVICIO 1-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -222.50 -1271.13 -478.35 -222.50 1271.13 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -51.20 -292.53 -55.04 -51.20 292.53 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -51.20 -292.53 -55.04 -51.20 292.53 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -198.70 -1135.18 -427.19 -198.70 1135.18 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -11.94 -350.90 -241.22 -11.94 350.90 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -201.54 -1151.38 -433.29 -201.54 1151.38 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -12.11 -355.91 -244.66 -12.11 355.91 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 270.00 -0.10940 -0.62500 -0.09800 -322.33 -1841.45 -866.22 -322.33 1841.45 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -206.07 -1177.28 -443.03 -206.07 1177.28 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 270.00 0.00 512.38 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 270.00 0.00 1957.31 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 270.00 0.00 2131.92 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 270.00 0.00 2152.52 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 270.00 0.00 2017.34 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00 0.00 2068.93 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60 416.74 454.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2068.93 2106.26 1374.26 1388.14 1374.26 1388.14 1374.26 1388.14 636.69 636.69 636.69 636.69 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 375.06 409.42
EIA Section Load Case Information for "SERVICIO 1-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 34 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 33 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 32 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 31 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 30 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 29 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 28 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 27 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 26 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 25 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 24 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 23 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 0.00 0 808 3842 22 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 454.12 435.52 409.63 412.45 521.60
0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.80 0.00 1.79 0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.29 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.20 1.00 0.00 13.2 0.21 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.09 1.00 0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.59 0.59 0.59 0.58 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.55 0.56 0.56 0.53
2.65 2.65 2.65 2.61 2.96 2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
0.6 0.6 0.6 1.8 1.8 1.8 1.9 1.9 1.8 2.8 1.7 1.8 2.2 2.8 3.7 6.8 7.6 4.3 11.3 8.1 5.0
806 804 802 2549 2866 2848 2940 2921 2792 4263 2840 2955 3660 4803 6313 11529 12239 6924 17104 12279 9928
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 806 804 802 2549 2866 2848 2940 2921 2792 4263 2840 2955 3660 4803 6313 11529 12239 6924 17104 12279 9928
3842 3842 3992 9743 10386 10386 11014 11014 10386 15938 9964 10055 12240 15914 22065 41537 50360 34494 87137 62922 39964
Equipment Load Case Information for "SERVICIO 1-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -222.50 1271.13 478.35 -222.50 -1271.13 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -51.20 292.53 55.04 -51.20 -292.53 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -51.20 292.53 55.04 -51.20 -292.53 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -198.70 1135.18 427.19 -198.70 -1135.18 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -11.94 350.90 241.22 -11.94 -350.90 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -201.54 1151.38 433.29 -201.54 -1151.38 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -12.11 355.91 244.66 -12.11 -355.91 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -322.33 1841.45 866.22 -322.33 -1841.45 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -206.07 1177.28 443.03 -206.07 -1177.28 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 90.00 0.00 -512.38 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 90.00 0.00 -1957.31 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 90.00 0.00 -2131.92 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 90.00 0.00 -2152.52 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 90.00 0.00 -2017.34 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 90.00 0.00 -1374.26 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 90.00 0.00 -1388.14 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 90.00 0.00 -1374.26 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60 416.74 454.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-1388.14 -1374.26 -1388.14 -636.69 -636.69 -636.69 -636.69 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -375.06 -409.42
EIA Section Load Case Information for "SERVICIO 1-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 34 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 33 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 32 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 31 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 30 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 29 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 28 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 27 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 26 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 25 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 24 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 23 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 22 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 21 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 20 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 19 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 0.00 0 802 3992 18 117.97 114.92 116.44 542.30 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.58 2.61 1.8 2549 0.00 2.00 0.00 1.20 0.00 0 2549 9743 17 114.92 111.60 113.26 539.15 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.96 1.8 2866 0.00 2.00 0.00 1.20 0.00 0 2866 10386
380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
111.60 108.28 108.28 104.96 104.96 101.64 101.64 98.32 98.32 93.33 93.33 89.59 89.59 85.88 85.88 81.33 81.33 75.36 75.36 67.95 67.95 55.28 55.28 44.58 44.58 36.32 36.32 18.73 18.73 8.59 8.59 0.00
109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 454.12 435.52 409.63 412.45 521.60
0.00 1.79 0.00 1.89 0.00 1.89 0.00 1.79 0.00 2.79 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 8.8 0.20 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.22 1.00 0.00 8.8 0.20 1.00 0.00 13.2 0.21 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.09 1.00 0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.55 0.56 0.56 0.53
2.96 2.91 2.91 2.96 2.93 3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
1.8 1.9 1.9 1.8 2.8 1.7 1.8 2.2 2.8 3.7 6.8 7.6 4.3 11.3 8.1 5.0
2848 2940 2921 2792 4263 2840 2955 3660 4803 6313 11529 12239 6924 17104 12279 9928
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 2848 2940 2921 2792 4263 2840 2955 3660 4803 6313 11529 12239 6924 17104 12279 9928
10386 11014 11014 10386 15938 9964 10055 12240 15914 22065 41537 50360 34494 87137 62922 39964
Equipment Load Case Information for "SERVICIO 1-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 180.00 -1.01560 -2065.53 -2065.53 -0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 180.00 -1.01560 -475.35 -475.35 -0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 180.00 -1.01560 -475.35 -475.35 -0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 180.00 -1.01560 -1844.62 -1844.62 -0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 180.00 -1.05470 -1076.49 -1076.49 -0.00 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 180.00 -1.01560 -1870.95 -1870.95 -0.00 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 180.00 -1.05470 -1091.85 -1091.85 -0.00 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 180.00 -1.01560 -2992.28 -2992.28 -0.00 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 180.00 -1.01560 -1913.03 -1913.03 -0.00 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 180.00 -512.38 0.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 180.00 -1957.31 0.00 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 180.00 -2131.92 0.00 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 180.00 -2152.52 0.00 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 180.00 -2017.34 0.00 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 -636.69 0.00 1320.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 530.58 0.00 1.20 180.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 530.58 0.00 1.20 180.00 -636.69 0.00 1320.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60 416.74 454.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-636.69 -636.69 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -375.06 -409.42
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
EIA Section Load Case Information for "SERVICIO 1-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 34 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 33 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 32 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 31 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 30 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 29 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 28 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 27 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 26 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 25 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 24 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 23 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 22 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 21 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 20 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 19 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 0.00 0 802 3992 18 117.97 114.92 116.44 542.30 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.58 2.61 1.8 2549 0.00 2.00 0.00 1.20 0.00 0 2549 9743 17 114.92 111.60 113.26 539.15 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.96 1.8 2866 0.00 2.00 0.00 1.20 0.00 0 2866 10386 16 111.60 108.28 109.94 535.78 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.96 1.8 2848 0.00 2.00 0.00 1.20 0.00 0 2848 10386 15 108.28 104.96 106.62 532.33 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.55 2.91 1.9 2940 0.00 2.00 0.00 1.20 0.00 0 2940 11014 14 104.96 101.64 103.30 528.80 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.55 2.91 1.9 2921 0.00 2.00 0.00 1.20 0.00 0 2921 11014 13 101.64 98.32 99.98 525.18 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.96 1.8 2792 0.00 2.00 0.00 1.20 0.00 0 2792 10386 0.00 0 4263 15938 12 98.32 93.33 95.83 520.51 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.55 2.93 2.8 4263 0.00 2.00 0.00 1.20
1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
Page
Job
90 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 11 10 9 8 7 6 5 4 3 2 1
93.33 89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59
89.59 85.88 81.33 75.36 67.95 55.28 44.58 36.32 18.73 8.59 0.00
91.47 87.73 83.60 78.34 71.66 61.62 49.93 40.45 27.53 13.66 4.29
515.43 510.93 505.76 498.89 489.62 474.37 454.12 435.52 409.63 412.45 521.60
0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.68 0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.09 1.00 0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.55 0.56 0.56 0.53
3.15 3.25 3.35 3.45 3.50 3.57 3.53 3.70 3.68 3.66 3.77
1.7 1.8 2.2 2.8 3.7 6.8 7.6 4.3 11.3 8.1 5.0
2840 2955 3660 4803 6313 11529 12239 6924 17104 12279 9928
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo 2840 2955 3660 4803 6313 11529 12239 6924 17104 12279 9928
9964 10055 12240 15914 22065 41537 50360 34494 87137 62922 39964
Equipment Load Case Information for "VIENTO1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 0.00 1.26170 4557.39 4557.39 0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 0.00 1.26170 4069.97 4069.97 0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 0.00 1.55080 2811.16 2811.16 0.00 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 0.00 1.26170 4128.06 4128.06 0.00 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 0.00 1.55080 2851.29 2851.29 0.00 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 0.00 1.26170 6602.17 6602.17 0.00 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 0.00 1.26170 4220.91 4220.91 0.00 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 0.00 910.00 0.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 0.00 3476.25 0.00 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 0.00 3786.36 0.00 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 0.00 3822.95 0.00 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 0.00 3582.87 0.00 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1140.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20 740.14 807.93
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1916.38 1902.44 1916.38 1902.44 1916.38 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 666.12 727.14
Helman O. Mozo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
EIA Section Load Case Information for "VIENTO1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 34 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 33 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 32 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 31 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 30 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 29 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 28 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 27 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 26 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 25 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 24 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 23 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 22 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 21 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 20 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 19 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 18 117.97 114.92 116.44 963.14 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 4527 0.00 2.00 0.00 1.20 0.00 0 4527 9743 17 114.92 111.60 113.26 957.54 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5090 0.00 2.00 0.00 1.20 0.00 0 5090 10386 16 111.60 108.28 109.94 951.56 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5058 0.00 2.00 0.00 1.20 0.00 0 5058 10386 15 108.28 104.96 106.62 945.44 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5222 0.00 2.00 0.00 1.20 0.00 0 5222 11014 14 104.96 101.64 103.30 939.16 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5187 0.00 2.00 0.00 1.20 0.00 0 5187 11014 13 101.64 98.32 99.98 932.73 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 4958 0.00 2.00 0.00 1.20 0.00 0 4958 10386 12 98.32 93.33 95.83 924.44 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 7571 0.00 2.00 0.00 1.20 0.00 0 7571 15938 11 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 10 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 9 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 12240 8 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 7 75.36 67.95 71.66 869.59 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 11212 0.00 2.00 0.00 1.20 0.00 0 11212 22065
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 6 5 4 3 2 1
67.95 55.28 44.58 36.32 18.73 8.59
55.28 44.58 36.32 18.73 8.59 0.00
61.62 49.93 40.45 27.53 13.66 4.29
842.49 806.53 773.50 727.51 732.52 926.37
0.00 6.82 0.00 7.63 0.00 4.30 0.00 11.34 0.00 8.13 0.00 5.05
0.00 0.00 0.00 0.00 0.00 0.00
0.00 87.6 0.08 1.00 0.00 90.9 0.08 1.00 0.00 80.6 0.05 1.00 0.00 202.2 0.06 1.00 0.00 135.6 0.06 1.00 0.00 125.6 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00
0.47 0.48 0.48 0.49 0.49 0.45
3.57 3.53 3.70 3.68 3.66 3.77
6.8 7.6 4.3 11.3 8.1 5.0
20476 21737 12297 30378 21807 17632
0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo 0 0 0 0 0 0
20476 21737 12297 30378 21807 17632
41537 50360 34494 87137 62922 39964
Equipment Load Case Information for "VIENTO2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 315.00 1.12110 -0.29300 0.04060 4049.52 -1058.34 351.96 4049.52 1058.34 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 315.00 1.12110 -0.29300 0.04060 931.94 -243.56 40.50 931.94 243.56 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 315.00 1.12110 -0.29300 0.04060 931.94 -243.56 40.50 931.94 243.56 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3616.42 -945.15 314.32 3616.42 945.15 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 315.00 1.62895 -0.04880 0.06130 2952.83 -88.46 200.02 2952.83 88.46 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3668.04 -958.64 318.81 3668.04 958.64 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 315.00 1.62895 -0.04880 0.06130 2994.97 -89.72 202.87 2994.97 89.72 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 315.00 1.12110 -0.29300 0.04060 5866.44 -1533.20 637.35 5866.44 1533.20 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3750.54 -980.21 325.98 3750.54 980.21 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 315.00 643.47 643.47 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 315.00 2458.08 2458.08 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 315.00 2677.36 2677.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 315.00 2703.24 2703.24 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 315.00 2533.47 2533.47 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 1345.23 1345.23 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL
UHF UHF UHF UHF UHF UHF UHF UHF
BANDA BANDA BANDA BANDA BANDA BANDA BANDA BANDA
ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANCHA (4) ANT YAGI ANT YAGI
134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20 740.14 807.93
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 471.02 514.16
Helman O. Mozo 1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 471.02 514.16
1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
EIA Section Load Case Information for "VIENTO2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 880 0.00 2.00 0.00 1.20 0.00 0 880 1239 34 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 827 0.00 2.00 0.00 1.20 0.00 0 827 1157 33 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 826 0.00 2.00 0.00 1.20 0.00 0 826 1157 32 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 824 0.00 2.00 0.00 1.20 0.00 0 824 1157 31 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 823 0.00 2.00 0.00 1.20 0.00 0 823 1157 30 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 822 0.00 2.00 0.00 1.20 0.00 0 822 1157 29 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 820 0.00 2.00 0.00 1.20 0.00 0 820 1157 28 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 819 0.00 2.00 0.00 1.20 0.00 0 819 1157 27 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 817 0.00 2.00 0.00 1.20 0.00 0 817 1157 26 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 2920 0.00 2.00 0.00 1.20 0.00 0 2920 3748 25 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1686 0.00 2.00 0.00 1.20 0.00 0 1686 3754 24 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1682 0.00 2.00 0.00 1.20 0.00 0 1682 3754 23 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1678 0.00 2.00 0.00 1.20 0.00 0 1678 3754 22 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1723 0.00 2.00 0.00 1.20 0.00 0 1723 3842 21 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1719 0.00 2.00 0.00 1.20 0.00 0 1719 3842 20 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1714 0.00 2.00 0.00 1.20 0.00 0 1714 3842 19 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1710 0.00 2.00 0.00 1.20 0.00 0 1710 3992 18 117.97 114.92 116.44 963.14 0.00 1.80 0.00 0.00 6.1 0.29 1.20 1.20 0.54 2.61 2.2 5432 0.00 2.00 0.00 1.20 0.00 0 5432 9743 17 114.92 111.60 113.26 957.54 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 5869 0.00 2.00 0.00 1.20 0.00 0 5869 10386 16 111.60 108.28 109.94 951.56 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 5832 0.00 2.00 0.00 1.20 0.00 0 5832 10386 15 108.28 104.96 106.62 945.44 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 6065 0.00 2.00 0.00 1.20 0.00 0 6065 11014 14 104.96 101.64 103.30 939.16 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 6025 0.00 2.00 0.00 1.20 0.00 0 6025 11014 13 101.64 98.32 99.98 932.73 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 5717 0.00 2.00 0.00 1.20 0.00 0 5717 10386 12 98.32 93.33 95.83 924.44 0.00 2.79 0.00 0.00 13.2 0.21 1.16 1.16 0.50 2.93 3.2 8771 0.00 2.00 0.00 1.20 0.00 0 8771 15938 11 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 5653 0.00 2.00 0.00 1.20 0.00 0 5653 9964 10 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 5802 0.00 2.00 0.00 1.20 0.00 0 5802 10055 9 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 7085 0.00 2.00 0.00 1.20 0.00 0 7085 12240 8 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 9172 0.00 2.00 0.00 1.20 0.00 0 9172 15914 7 75.36 67.95 71.66 869.59 0.00 3.68 0.00 0.00 41.2 0.09 1.07 1.07 0.47 3.50 3.9 11963 0.00 2.00 0.00 1.20 0.00 0 11963 22065 6 67.95 55.28 61.62 842.49 0.00 6.82 0.00 0.00 87.6 0.08 1.06 1.06 0.47 3.57 7.2 21671 0.00 2.00 0.00 1.20 0.00 0 21671 41537 5 55.28 44.58 49.93 806.53 0.00 7.63 0.00 0.00 90.9 0.08 1.06 1.06 0.48 3.53 8.1 23105 0.00 2.00 0.00 1.20 0.00 0 23105 50360 4 44.58 36.32 40.45 773.50 0.00 4.30 0.00 0.00 80.6 0.05 1.04 1.04 0.48 3.70 4.5 12789 0.00 2.00 0.00 1.20 0.00 0 12789 34494 3 36.32 18.73 27.53 727.51 0.00 11.34 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 11.8 31656 0.00 2.00 0.00 1.20 0.00 0 31656 87137 2 18.73 8.59 13.66 732.52 0.00 8.13 0.00 0.00 135.6 0.06 1.04 1.04 0.49 3.66 8.5 22788 0.00 2.00 0.00 1.20 0.00 0 22788 62922
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 1
8.59
0.00
4.29
926.37
0.00
5.05
0.00
0.00 125.6 0.04 1.03 1.03 0.45 3.77
5.2 18164
0.00 2.00
0.00 1.20
0.00
Helman O. Mozo 0 18164
39964
Equipment Load Case Information for "VIENTO3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 45.00 1.12110 0.29300 -0.04060 4049.52 1058.34 -351.96 4049.52 -1058.34 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 45.00 1.12110 0.29300 -0.04060 931.94 243.56 -40.50 931.94 -243.56 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 45.00 1.12110 0.29300 -0.04060 931.94 243.56 -40.50 931.94 -243.56 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3616.42 945.15 -314.32 3616.42 -945.15 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 45.00 1.62895 0.04880 -0.06130 2952.83 88.46 -200.02 2952.83 -88.46 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3668.04 958.64 -318.81 3668.04 -958.64 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 45.00 1.62895 0.04880 -0.06130 2994.97 89.72 -202.87 2994.97 -89.72 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 45.00 1.12110 0.29300 -0.04060 5866.44 1533.20 -637.35 5866.44 -1533.20 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3750.54 980.21 -325.98 3750.54 -980.21 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 45.00 643.47 -643.47 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 45.00 2458.08 -2458.08 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 45.00 2677.36 -2677.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 45.00 2703.24 -2703.24 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 45.00 2533.47 -2533.47 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 45.00 1271.77 -1271.77 1032.00 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00 1271.77 -1271.77 1032.00 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 45.00 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
138.65 134.22 138.65 31.32 50.35
999.20 992.38 999.20 740.14 807.93
0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 0.90 0.90
45.00 45.00 45.00 45.00 45.00
Helman O. Mozo
1271.77 -1271.77 1032.00 1263.10 -1263.10 1032.00 1271.77 -1271.77 1032.00 471.02 -471.02 150.00 514.16 -514.16 150.00
EIA Section Load Case Information for "VIENTO3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 880 0.00 2.00 0.00 1.20 0.00 0 880 1239 34 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 827 0.00 2.00 0.00 1.20 0.00 0 827 1157 33 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 826 0.00 2.00 0.00 1.20 0.00 0 826 1157 32 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 824 0.00 2.00 0.00 1.20 0.00 0 824 1157 31 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 823 0.00 2.00 0.00 1.20 0.00 0 823 1157 30 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 822 0.00 2.00 0.00 1.20 0.00 0 822 1157 29 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 820 0.00 2.00 0.00 1.20 0.00 0 820 1157 28 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 819 0.00 2.00 0.00 1.20 0.00 0 819 1157 27 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 817 0.00 2.00 0.00 1.20 0.00 0 817 1157 26 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 2920 0.00 2.00 0.00 1.20 0.00 0 2920 3748 25 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1686 0.00 2.00 0.00 1.20 0.00 0 1686 3754 24 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1682 0.00 2.00 0.00 1.20 0.00 0 1682 3754 23 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1678 0.00 2.00 0.00 1.20 0.00 0 1678 3754 22 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1723 0.00 2.00 0.00 1.20 0.00 0 1723 3842 21 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1719 0.00 2.00 0.00 1.20 0.00 0 1719 3842 20 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1714 0.00 2.00 0.00 1.20 0.00 0 1714 3842 19 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1710 0.00 2.00 0.00 1.20 0.00 0 1710 3992 18 117.97 114.92 116.44 963.14 0.00 1.80 0.00 0.00 6.1 0.29 1.20 1.20 0.54 2.61 2.2 5432 0.00 2.00 0.00 1.20 0.00 0 5432 9743 17 114.92 111.60 113.26 957.54 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 5869 0.00 2.00 0.00 1.20 0.00 0 5869 10386 16 111.60 108.28 109.94 951.56 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 5832 0.00 2.00 0.00 1.20 0.00 0 5832 10386 15 108.28 104.96 106.62 945.44 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 6065 0.00 2.00 0.00 1.20 0.00 0 6065 11014 14 104.96 101.64 103.30 939.16 0.00 1.89 0.00 0.00 8.8 0.22 1.16 1.16 0.50 2.91 2.2 6025 0.00 2.00 0.00 1.20 0.00 0 6025 11014 13 101.64 98.32 99.98 932.73 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.96 2.1 5717 0.00 2.00 0.00 1.20 0.00 0 5717 10386 12 98.32 93.33 95.83 924.44 0.00 2.79 0.00 0.00 13.2 0.21 1.16 1.16 0.50 2.93 3.2 8771 0.00 2.00 0.00 1.20 0.00 0 8771 15938 11 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 5653 0.00 2.00 0.00 1.20 0.00 0 5653 9964 10 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 5802 0.00 2.00 0.00 1.20 0.00 0 5802 10055 9 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 7085 0.00 2.00 0.00 1.20 0.00 0 7085 12240 8 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 9172 0.00 2.00 0.00 1.20 0.00 0 9172 15914 7 75.36 67.95 71.66 869.59 0.00 3.68 0.00 0.00 41.2 0.09 1.07 1.07 0.47 3.50 3.9 11963 0.00 2.00 0.00 1.20 0.00 0 11963 22065 6 67.95 55.28 61.62 842.49 0.00 6.82 0.00 0.00 87.6 0.08 1.06 1.06 0.47 3.57 7.2 21671 0.00 2.00 0.00 1.20 0.00 0 21671 41537 5 55.28 44.58 49.93 806.53 0.00 7.63 0.00 0.00 90.9 0.08 1.06 1.06 0.48 3.53 8.1 23105 0.00 2.00 0.00 1.20 0.00 0 23105 50360 4 44.58 36.32 40.45 773.50 0.00 4.30 0.00 0.00 80.6 0.05 1.04 1.04 0.48 3.70 4.5 12789 0.00 2.00 0.00 1.20 0.00 0 12789 34494 3 36.32 18.73 27.53 727.51 0.00 11.34 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 11.8 31656 0.00 2.00 0.00 1.20 0.00 0 31656 87137 2 18.73 8.59 13.66 732.52 0.00 8.13 0.00 0.00 135.6 0.06 1.04 1.04 0.49 3.66 8.5 22788 0.00 2.00 0.00 1.20 0.00 0 22788 62922 1 8.59 0.00 4.29 926.37 0.00 5.05 0.00 0.00 125.6 0.04 1.03 1.03 0.45 3.77 5.2 18164 0.00 2.00 0.00 1.20 0.00 0 18164 39964 Equipment Load Case Information for "VIENTO4": Equipment
Equipment Elevation
qzGh
Ice
Total
Wind
222-G
222-G
222-G
Antenna
Antenna
Antenna
Long.
Trans.
Vert.
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Label
Property Set
17:07:07 03/17/10 Designed by
Helman O. Mozo
Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -395.16 2257.56 849.57 -395.16 -2257.56 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -90.94 519.55 97.76 -90.94 -519.55 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -90.94 519.55 97.76 -90.94 -519.55 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -352.90 2016.11 758.70 -352.90 -2016.11 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -21.21 623.21 428.42 -21.21 -623.21 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -357.94 2044.89 769.53 -357.94 -2044.89 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -21.51 632.11 434.53 -21.51 -632.11 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -572.46 3270.47 1538.43 -572.46 -3270.47 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -365.99 2090.88 786.84 -365.99 -2090.88 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 90.00 0.00 -910.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 90.00 0.00 -3476.25 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 90.00 0.00 -3786.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 90.00 0.00 -3822.95 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 90.00 0.00 -3582.87 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 0.00 -1786.29 1032.00 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 49 ANT YAGI ANT YAGI 31.32 740.14 0.00 0.90 90.00 0.00 -666.12 150.00 50 ANT YAGI ANT YAGI 50.35 807.93 0.00 0.90 90.00 0.00 -727.14 150.00
Page
Job
97 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
EIA Section Load Case Information for "VIENTO4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 34 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 33 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 32 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 31 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 30 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 29 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 28 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 27 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 26 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 25 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 24 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 23 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 22 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 21 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 20 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 19 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 18 117.97 114.92 116.44 963.14 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 4527 0.00 2.00 0.00 1.20 0.00 0 4527 9743 17 114.92 111.60 113.26 957.54 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5090 0.00 2.00 0.00 1.20 0.00 0 5090 10386 16 111.60 108.28 109.94 951.56 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5058 0.00 2.00 0.00 1.20 0.00 0 5058 10386 15 108.28 104.96 106.62 945.44 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5222 0.00 2.00 0.00 1.20 0.00 0 5222 11014 14 104.96 101.64 103.30 939.16 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5187 0.00 2.00 0.00 1.20 0.00 0 5187 11014 13 101.64 98.32 99.98 932.73 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 4958 0.00 2.00 0.00 1.20 0.00 0 4958 10386 12 98.32 93.33 95.83 924.44 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 7571 0.00 2.00 0.00 1.20 0.00 0 7571 15938 11 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 10 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 9 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 12240 8 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 7 75.36 67.95 71.66 869.59 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 11212 0.00 2.00 0.00 1.20 0.00 0 11212 22065 6 67.95 55.28 61.62 842.49 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 20476 0.00 2.00 0.00 1.20 0.00 0 20476 41537 5 55.28 44.58 49.93 806.53 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 21737 0.00 2.00 0.00 1.20 0.00 0 21737 50360 4 44.58 36.32 40.45 773.50 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 12297 0.00 2.00 0.00 1.20 0.00 0 12297 34494 3 36.32 18.73 27.53 727.51 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 30378 0.00 2.00 0.00 1.20 0.00 0 30378 87137 2 18.73 8.59 13.66 732.52 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.49 3.66 8.1 21807 0.00 2.00 0.00 1.20 0.00 0 21807 62922 1 8.59 0.00 4.29 926.37 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.45 3.77 5.0 17632 0.00 2.00 0.00 1.20 0.00 0 17632 39964 Equipment Load Case Information for "VIENTO5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 180.00 -1.01560 -3668.45 -3668.45 -0.00 2451.75
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA 2 MW D1.2 1 3 MW D1.2 2 4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8 49 ANT YAGI 50 ANT YAGI
ANT. MICROONDAS D1.2 ANT. MICROONDAS D1.2 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANT YAGI ANT YAGI
13.34 13.34 18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65 31.32 50.35
734.99 734.99 713.67 713.67 723.86 723.86 740.14 740.14 758.33 799.14 870.43 878.84 823.65 844.71 859.95 844.71 859.95 844.71 859.95 844.71 859.95 898.65 907.72 898.65 907.72 898.65 907.72 942.32 942.32 942.32 942.32 970.63 977.74 970.63 977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20 740.14 807.93
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.13 1.13 4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 0.90 0.90
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-1.01560 -1.01560 -1.01560 -1.05470 -1.01560 -1.05470 -1.01560 -1.01560
-844.24 -844.24 -3276.10 -1911.87 -3322.87 -1939.16 -5314.39 -3397.60
EIA Section Load Case Information for "VIENTO5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads)
-844.24 -844.24 -3276.10 -1911.87 -3322.87 -1939.16 -5314.39 -3397.60 -910.00 -3476.25 -3786.36 -3822.95 -3582.87 -3674.50 -3740.80 -3674.50 -3740.80 -3674.50 -3740.80 -3674.50 -3740.80 -2440.73 -2465.37 -2440.73 -2465.37 -2440.73 -2465.37 -1130.79 -1130.79 -1130.79 -1130.79 -1902.44 -1916.38 -1902.44 -1916.38 -1902.44 -1916.38 -1902.44 -1916.38 -1786.29 -1798.56 -1786.29 -1798.56 -1786.29 -1798.56 -1786.29 -1798.56 -666.12 -727.14
Helman O. Mozo -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1248.00 1248.00 2451.75 1961.40 2451.75 1961.40 4000.00 2451.75 350.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 150.00 150.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Section Label
17:07:07 03/17/10 Designed by
Helman O. Mozo
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------35 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 34 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 33 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 32 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 31 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 30 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 29 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 28 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 27 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 26 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 25 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 24 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 23 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 22 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 21 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 20 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 19 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 18 117.97 114.92 116.44 963.14 0.00 1.80 0.00 0.00 6.1 0.29 1.00 1.00 0.54 2.61 1.8 4527 0.00 2.00 0.00 1.20 0.00 0 4527 9743 17 114.92 111.60 113.26 957.54 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5090 0.00 2.00 0.00 1.20 0.00 0 5090 10386 16 111.60 108.28 109.94 951.56 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 5058 0.00 2.00 0.00 1.20 0.00 0 5058 10386 15 108.28 104.96 106.62 945.44 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5222 0.00 2.00 0.00 1.20 0.00 0 5222 11014 14 104.96 101.64 103.30 939.16 0.00 1.89 0.00 0.00 8.8 0.22 1.00 1.00 0.50 2.91 1.9 5187 0.00 2.00 0.00 1.20 0.00 0 5187 11014 13 101.64 98.32 99.98 932.73 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.96 1.8 4958 0.00 2.00 0.00 1.20 0.00 0 4958 10386 12 98.32 93.33 95.83 924.44 0.00 2.79 0.00 0.00 13.2 0.21 1.00 1.00 0.50 2.93 2.8 7571 0.00 2.00 0.00 1.20 0.00 0 7571 15938 11 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 10 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 9 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 12240 8 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 7 75.36 67.95 71.66 869.59 0.00 3.68 0.00 0.00 41.2 0.09 1.00 1.00 0.47 3.50 3.7 11212 0.00 2.00 0.00 1.20 0.00 0 11212 22065 6 67.95 55.28 61.62 842.49 0.00 6.82 0.00 0.00 87.6 0.08 1.00 1.00 0.47 3.57 6.8 20476 0.00 2.00 0.00 1.20 0.00 0 20476 41537 5 55.28 44.58 49.93 806.53 0.00 7.63 0.00 0.00 90.9 0.08 1.00 1.00 0.48 3.53 7.6 21737 0.00 2.00 0.00 1.20 0.00 0 21737 50360 4 44.58 36.32 40.45 773.50 0.00 4.30 0.00 0.00 80.6 0.05 1.00 1.00 0.48 3.70 4.3 12297 0.00 2.00 0.00 1.20 0.00 0 12297 34494 3 36.32 18.73 27.53 727.51 0.00 11.34 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.3 30378 0.00 2.00 0.00 1.20 0.00 0 30378 87137 2 18.73 8.59 13.66 732.52 0.00 8.13 0.00 0.00 135.6 0.06 1.00 1.00 0.49 3.66 8.1 21807 0.00 2.00 0.00 1.20 0.00 0 21807 62922 1 8.59 0.00 4.29 926.37 0.00 5.05 0.00 0.00 125.6 0.04 1.00 1.00 0.45 3.77 5.0 17632 0.00 2.00 0.00 1.20 0.00 0 17632 39964
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results:
Angle Forces For All Load Cases: Positive for tension - negative for compression Group Angle Label Label
Max. Usage Max. Tens. Max. Comp. LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 LC 7 For All LC For All LC For All LC % (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) ---------------------------------------------------------------------------------------------------------------------H18 D1P 31.26 31.359 -50.191 -35.753 -6.658 -50.191 25.767 -30.146 31.359 -35.753 D2 D2P 64.85 152.162 -147.268 123.595 148.642 32.796 60.183 -92.512 -147.268 123.595 D3 D3P 47.19 133.498 -123.454 107.908 131.042 28.934 55.497 -78.950 -123.454 107.908 D5 D4P 90.21 110.773 -115.089 105.052 108.996 48.311 30.567 -48.585 -115.089 105.052 D6 D5P 55.50 101.058 -103.529 95.695 99.715 42.696 30.446 -43.850 -103.529 95.695 R6 D6P 32.57 6.807 -8.548 -8.548 -8.488 -6.211 -1.180 1.791 6.807 -8.548 R3 D7P 45.07 42.276 -33.438 37.548 42.276 15.268 19.035 -16.690 -33.438 37.548 D4 D8P 94.41 76.072 -124.754 -76.491 1.101 -124.754 73.266 -92.858 50.599 -76.491 R6 D9P 91.59 14.048 -7.647 14.048 13.900 10.232 4.381 -0.474 -7.647 14.048 D7 D10P 67.04 43.731 -77.081 -53.688 -4.701 -77.081 42.492 -52.230 43.481 -53.688 R9 D11P 1.94 3.308 -3.755 -3.709 -3.755 -1.901 -1.413 1.002 3.308 -3.709 D7 D12P 78.32 157.935 -140.403 116.131 154.912 9.380 82.315 -106.651 -140.403 116.131 D9 D13P 76.65 134.992 -116.165 97.073 132.614 4.781 73.335 -92.500 -116.165 97.073 D10 D14P 47.28 89.839 -121.691 -60.925 27.504 -121.691 87.421 -106.940 41.498 -60.925 D10 D15P 65.56 53.635 -56.524 53.635 51.113 26.526 14.610 -17.491 -56.524 53.635 D10 D16P 59.71 48.271 -51.485 -51.485 -26.429 -49.969 14.184 -17.391 48.271 -51.485 D13 D17P 27.61 14.713 -10.261 10.852 2.266 14.713 -8.088 8.675 -10.261 10.852 D13 D18P 63.47 23.084 -23.586 -22.761 -23.548 -9.995 -8.536 8.852 23.084 -22.761 D14 D19P 18.35 9.027 -7.307 5.787 8.838 0.052 4.788 -6.301 -7.307 5.787 D14 D20P 29.20 8.180 -11.626 -9.825 -3.909 -11.626 4.520 -6.161 8.180 -9.825 D15 D21P 3.55 3.919 -2.233 -0.785 -2.211 0.617 -1.655 1.833 0.969 -0.785 D15 D22P 5.60 1.958 -3.521 1.322 0.543 1.958 -1.144 1.447 -1.016 1.322 D16 D23P 44.28 8.290 -9.959 -8.590 -8.849 -3.123 -4.154 3.855 8.290 -8.590 D16 D24P 20.65 5.580 -4.646 1.666 -2.905 4.903 -4.646 4.342 -1.976 1.666 D18 D25P 69.16 13.037 -17.643 -10.580 2.114 -17.643 12.875 -14.173 9.267 -10.580 D18 D26P 57.81 19.825 -14.747 12.838 19.668 -1.690 13.465 -14.747 -14.100 12.838 R9 D27P 61.11 30.778 -21.666 26.782 30.778 10.196 15.992 -10.869 -21.666 26.782 D2 D28P 80.79 121.792 -183.470 -159.431 -68.464 -183.470 62.639 -89.384 121.792 -159.431 D3 D29P 59.96 106.266 -156.874 -134.599 -55.408 -156.874 57.833 -76.210 106.266 -134.599 D5 D30P 94.65 96.893 -120.747 -117.031 -60.906 -120.747 32.310 -46.190 96.893 -117.031 D6 D31P 60.99 94.353 -113.775 -110.659 -57.471 -113.775 31.891 -41.900 94.353 -110.659 R6 D32P 7.28 2.374 -1.910 1.760 0.207 2.358 -1.472 1.357 -1.910 1.760 R3 D33P 54.80 37.176 -40.658 -35.883 -13.632 -40.348 19.446 -15.939 37.176 -35.883 D4 D34P 71.42 99.910 -94.375 48.262 97.325 -28.795 71.822 -94.375 -67.056 48.262 R6 D35P 40.83 6.989 -3.409 -2.269 0.713 -2.822 4.689 -0.014 6.989 -2.269 D7 D36P 45.43 65.329 -52.238 39.842 64.108 -8.615 42.642 -52.238 -49.903 39.842 R9 D37P 1.92 3.351 -3.716 3.310 1.566 3.300 -1.326 0.918 -3.716 3.310 D7 D38P 98.79 114.131 -177.107 -138.607 -33.125 -177.107 81.701 -106.260 114.131 -138.607 D9 D39P 98.89 95.226 -149.880 -114.513 -23.291 -149.880 72.900 -92.267 95.226 -114.513 D10 D40P 41.60 106.589 -107.067 43.608 104.184 -45.688 87.655 -107.067 -62.931 43.608 R9 D41P 73.35 26.585 -26.007 -21.483 -5.121 -25.368 15.803 -10.707 26.585 -21.483 H22 D42P 14.01 6.519 -5.703 -0.030 -3.847 4.029 -5.589 6.519 0.959 -0.030
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
101 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27
D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P
17.58 13.32 14.65 33.38 32.97 71.51 78.31 70.68 67.48 58.35 53.99 48.55 71.48 82.02 70.99 67.67 58.43 54.04 48.78 58.97 31.37 35.87 61.52 85.06 9.55 17.66 9.83 7.90 6.73 4.79 37.92 45.58 38.46 36.52 53.01 44.02 37.07 51.86 14.83 5.96 6.49 13.75 6.30 5.95 1.98 0.13 23.97 25.86 25.13 24.83 24.23 22.73 15.34 13.84
8.323 11.539 12.583 15.491 14.936 52.872 55.230 50.389 46.995 41.177 37.952 34.342 52.897 54.324 50.640 47.114 41.260 37.985 34.622 36.694 38.049 41.271 38.397 37.093 2.507 5.885 2.856 2.615 1.337 1.555 42.799 51.488 43.563 41.429 36.405 30.320 25.691 12.045 6.790 4.802 7.312 10.474 8.697 4.220 1.618 0.110 18.825 20.218 19.728 19.513 19.034 17.857 12.029 10.857
-7.155 -10.008 -11.006 -13.585 -13.419 -51.675 -56.799 -51.260 -48.940 -42.319 -39.160 -35.212 -51.649 -59.490 -51.489 -49.080 -42.375 -39.192 -35.378 -36.506 -37.316 -42.671 -38.088 -41.617 -2.472 -4.571 -2.545 -2.046 -1.742 -1.239 -43.497 -52.284 -44.117 -41.888 -36.816 -30.574 -25.747 -13.424 -10.033 -5.268 -6.309 -14.429 -6.616 -5.789 -1.753 -0.089 -19.030 -20.529 -19.956 -19.715 -19.238 -18.045 -12.183 -10.991
17:07:07 03/17/10
0.656 0.883 0.879 1.121 0.869 -51.675 53.876 -51.260 46.995 -42.319 37.952 -35.212 52.897 -57.268 50.640 -49.080 41.260 -39.192 34.622 -36.506 35.643 -42.671 38.397 -14.118 2.507 3.046 -0.052 1.209 -1.149 0.694 42.799 -52.284 43.563 -41.888 36.405 -30.574 25.691 -6.057 -6.327 -4.988 6.567 -9.029 5.309 -3.934 1.618 0.095 18.825 -20.529 19.728 -19.715 19.034 -18.045 12.029 -10.991
-5.196 -7.260 -8.135 -9.883 -10.011 -41.474 54.869 -33.720 44.688 -26.899 33.910 -23.727 42.696 -30.644 44.678 -28.841 37.060 -24.673 29.369 -31.002 37.838 -25.588 28.755 18.627 2.296 -1.228 -2.016 -0.655 -1.721 -0.428 37.104 -35.863 37.199 -30.251 30.583 -22.924 20.187 -13.235 0.393 -2.103 2.441 0.846 8.611 -5.757 1.264 0.079 13.375 -12.557 16.298 -13.675 15.116 -12.447 9.819 -7.690
6.513 9.019 9.905 12.104 11.747 -39.161 28.757 -46.418 27.927 -39.228 24.639 -30.783 40.383 -59.490 34.075 -47.865 26.905 -36.336 23.847 -23.872 15.453 -39.131 29.113 -41.341 1.442 5.885 1.968 2.615 0.130 1.555 27.863 -43.669 29.101 -33.597 24.586 -23.881 19.057 4.328 -10.033 -5.268 7.312 -14.429 -0.992 0.132 0.894 0.082 14.804 -18.228 13.046 -15.709 13.057 -14.376 8.268 -8.947
-6.993 -9.794 -10.785 -13.317 -13.206 0.746 15.899 7.855 9.758 7.807 5.252 5.272 0.476 18.356 5.617 12.041 5.499 7.404 2.469 -4.158 13.257 8.575 -0.142 36.446 2.104 -4.499 -2.503 -2.010 -1.120 -1.216 3.902 4.769 5.196 1.919 3.823 0.463 0.467 -10.520 6.715 2.118 -3.055 10.386 5.930 -3.956 -0.213 0.001 -1.585 3.864 2.108 1.202 1.264 1.208 0.961 0.769
8.323 11.539 12.583 15.491 14.936 0.474 -18.814 -8.733 -11.697 -8.956 -6.452 -6.146 0.748 -21.308 -6.459 -14.013 -6.608 -8.619 -3.221 4.382 -14.935 -9.973 0.417 -41.617 -2.084 5.092 2.856 2.314 1.307 1.409 -4.573 -5.547 -5.768 -2.361 -4.252 -0.698 -0.530 12.045 -7.314 -2.316 3.311 -11.134 -6.616 4.220 0.087 0.005 1.432 -4.188 -2.338 -1.400 -1.467 -1.398 -1.115 -0.903
0.674 0.862 0.919 1.052 0.861 52.872 -56.799 50.389 -48.940 41.177 -39.160 34.342 -51.649 54.324 -51.489 47.114 -42.375 37.985 -35.378 36.694 -37.316 41.271 -38.088 8.955 -2.472 -2.451 0.403 -0.905 1.337 -0.498 -43.497 51.488 -44.117 41.429 -36.816 30.320 -25.747 7.581 5.753 4.802 -6.309 8.317 -6.024 4.190 -1.753 -0.089 -19.030 20.218 -19.956 19.513 -19.238 17.857 -12.183 10.857
0.656 0.883 0.879 1.121 0.869 -51.675 53.876 -51.260 46.995 -42.319 37.952 -35.212 52.897 -57.268 50.640 -49.080 41.260 -39.192 34.622 -36.506 35.643 -42.671 38.397 -14.118 2.507 3.046 -0.052 1.209 -1.149 0.694 42.799 -52.284 43.563 -41.888 36.405 -30.574 25.691 -6.057 -6.327 -4.988 6.567 -9.029 5.309 -3.934 1.618 0.095 18.825 -20.529 19.728 -19.715 19.034 -18.045 12.029 -10.991
Helman O. Mozo
Page
Job
102 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 RH1 R3 H6 H6 R3 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14
D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P
13.30 12.99 12.48 12.18 11.64 10.13 2.67 1.37 0.59 0.41 23.56 2.19 25.76 84.94 2.19 4.54 3.47 2.77 1.71 1.10 0.54 2.47 0.08 76.73 79.44 79.37 83.73 95.46 5.25 6.89 6.81 11.68 94.20 6.79 7.07 15.93 23.78 16.83 11.21 66.82 29.10 77.99 66.75 48.53 33.17 13.85 25.11 32.01 33.16 6.38 25.90 12.24 4.40 87.52
10.431 10.196 9.800 9.565 9.142 7.961 2.084 0.895 0.539 0.265 45.639 3.704 6.057 14.059 3.768 3.402 2.637 2.664 1.339 0.907 0.507 1.773 0.078 632.236 631.537 628.362 618.766 619.165 27.952 26.323 22.563 33.672 629.397 0.000 0.000 0.000 19.296 0.000 0.000 553.399 261.989 650.091 554.116 397.164 267.812 157.570 280.702 98.199 117.927 22.500 223.769 22.418 29.270 620.277
-10.558 -10.316 -9.912 -9.671 -9.240 -8.040 -2.123 -1.088 -0.472 -0.328 -38.494 -4.339 -10.788 -20.935 -4.340 -3.071 -2.348 -1.643 -1.158 -0.746 -0.365 -1.674 -0.042 -1061.361 -1062.424 -1065.646 -1062.846 -1069.117 -50.124 -43.798 -51.950 -69.182 -1149.568 -50.862 -52.436 -55.337 -158.800 -134.793 -137.670 -929.041 -435.205 -1083.862 -928.085 -674.691 -461.133 -239.209 -433.613 -161.632 -183.638 -35.329 -383.942 -47.891 -48.115 -1067.417
17:07:07 03/17/10
10.431 -10.316 9.800 -9.671 9.142 -8.040 2.077 -0.921 0.453 -0.272 4.550 3.704 -8.355 -20.935 -4.340 0.660 0.079 1.847 0.034 0.190 0.011 1.773 -0.042 -696.704 -697.741 -698.335 -699.309 -703.116 -15.777 23.440 9.789 14.725 -786.329 -46.804 -48.505 -51.414 -142.226 -124.942 -127.804 -612.196 -298.577 -711.244 -611.240 -448.954 -311.090 -179.139 -314.084 -110.311 -128.859 -27.513 -264.707 18.608 -13.812 -701.456
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14
D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P
79.99 77.08 58.11 58.04 48.61 40.70 40.62 33.24 26.76 26.68 22.07 18.99 16.32 11.70 9.94 34.66 34.95 26.07 19.55 13.67 9.86 3.15 0.60 0.14 29.44 22.82 16.45 11.72 8.11 4.75 1.71 0.31 0.05 63.70 2.19 68.95 50.55 78.70 50.01 7.51 47.57 81.01 42.75 62.48 1.95 94.71 94.39 46.41 51.52 51.80 24.09 22.99 27.76 29.06
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25
D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P D224P D225P D226P D227P D228P D229P D230P D231P D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P
2.17 3.43 19.46 33.22 73.59 74.11 71.51 5.00 70.19 50.23 78.61 49.97 7.38 52.81 81.75 42.25 62.53 1.95 95.81 95.60 45.58 72.02 10.46 11.27 8.31 9.21 21.18 22.09 70.35 79.20 71.62 68.47 58.98 55.12 48.78 70.32 78.70 71.36 68.24 58.85 54.92 48.93 78.99 53.54 31.94 35.99 56.46 88.80 11.38 13.27 6.49 5.93 7.87 4.29
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6
D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3
D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P
15.82 21.59 14.25 9.56 66.76 28.94 77.87 66.69 48.44 33.07 13.78 24.92 31.90 33.14 6.38 25.76 9.46 6.21 88.34 80.39 77.31 58.02 57.94 48.52 40.60 40.52 33.15 26.66 26.58 21.81 18.82 16.20 11.63 9.90 34.57 35.03 26.07 19.56 13.64 9.87 3.15 0.57 0.14 29.46 22.80 16.41 11.71 8.10 4.74 1.68 0.31 0.06 43.26 4.98
0.000 14.128 0.000 0.000 554.036 260.187 649.976 554.753 397.432 267.861 152.400 269.208 98.428 122.011 23.206 219.857 9.777 31.842 619.391 622.195 631.462 477.320 478.098 396.606 330.024 330.851 267.082 211.248 212.027 246.692 206.866 183.087 132.095 111.139 107.284 110.478 95.726 71.798 49.617 35.845 11.395 1.633 0.267 106.690 82.159 58.539 41.514 28.613 16.520 5.220 0.534 0.045 47.056 9.184
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17:07:07 03/17/10
-48.225 -120.404 -99.360 -102.688 -610.747 -296.972 -708.810 -609.790 -447.246 -309.254 -150.394 -279.145 -111.343 -117.993 -21.368 -260.335 1.368 -40.838 -715.883 -702.654 -699.666 -533.622 -532.584 -448.348 -377.536 -376.434 -310.292 -251.842 -250.803 -277.746 -207.345 -206.998 -148.833 -107.941 -118.698 -120.451 -91.980 -67.902 -47.707 -34.148 -9.397 -1.592 -0.407 -117.309 -92.149 -67.839 -47.673 -34.085 -21.305 -9.323 -1.495 -0.288 30.295 9.184
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22
D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P
81.26 59.03 86.33 55.30 7.27 59.56 70.82 41.09 45.59 1.98 88.21 93.40 41.50 56.08 56.07 45.49 36.19 37.43 36.56 8.35 8.51 20.92 31.65 57.47 71.97 71.07 5.93 65.21 45.57 79.70 49.48 28.04 51.76 89.86 64.43 62.91 1.98 70.57 68.13 45.41 57.45 13.45 17.59 13.31 14.67 33.31 32.99 70.59 82.02 70.91 67.65 58.46 54.11 48.53
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17:07:07 03/17/10
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28
D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P
70.56 78.70 70.83 67.62 58.41 54.08 48.68 23.77 57.52 31.53 36.12 60.15 83.89 7.57 20.85 9.59 9.11 4.78 6.69 38.85 45.15 38.04 36.11 52.36 43.35 36.83 41.01 10.31 6.01 7.41 9.51 12.13 3.84 2.85 0.15 25.65 26.25 25.05 24.72 24.25 22.75 15.34 13.84 13.30 12.99 12.48 12.18 11.64 10.13 2.68 1.16 0.70 0.34 5.55
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26
D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
3.37 3.60 1.71 1.10 0.54 2.47 0.08 55.35 55.31 55.33 55.53 64.08 79.43 5.94 6.73 12.27 65.39 6.13 7.56 80.56 21.09 15.36 92.54 48.39 23.87 56.79 48.43 34.93 23.92 11.99 22.10 26.51 29.67 5.37 20.37 10.71 69.11 58.71 55.29 55.36 41.81 41.86 34.89 29.23 29.28 23.87 19.19 19.23 19.36 16.67 14.24 10.15 8.58 28.75
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17:07:07 03/17/10
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0.238 -1.579 0.170 -0.008 0.149 -1.674 0.078 607.419 606.472 605.222 599.631 606.464 631.783 -25.939 -40.263 -56.609 627.219 -33.323 -51.362 771.892 0.063 -31.215 801.433 535.208 258.295 625.109 536.164 384.677 261.730 155.066 276.404 96.604 118.923 22.500 220.687 -29.993 633.879 607.972 600.984 606.366 460.506 461.544 383.576 321.038 322.140 260.692 208.062 209.100 209.029 212.789 153.266 110.057 112.192 107.350
Helman O. Mozo
Page
Job
110 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6
D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P
28.67 23.54 17.32 12.16 8.61 2.73 0.52 0.13 26.68 20.41 14.39 10.32 6.96 3.86 1.69 0.27 0.05 45.04 4.11 68.17 48.67 87.63 56.03 11.65 51.59 71.77 45.97 45.31 1.94 76.86 75.02 41.49 65.55 71.02 73.55 48.08 40.05 31.66 12.60 6.18 20.63 31.89 57.68 54.10 62.34 2.19 66.20 48.26 87.83 54.95 20.34 46.37 72.02 74.35
165.307 135.724 99.826 70.115 49.623 13.630 2.301 0.358 153.803 117.655 82.943 59.486 40.106 22.104 5.896 0.889 0.076 46.638 7.302 141.974 122.581 97.896 93.732 2.693 41.733 94.556 8.212 64.975 3.407 155.331 132.599 104.203 53.762 58.645 27.670 15.813 14.727 12.235 8.093 4.021 4.236 4.588 19.796 17.180 30.507 3.845 139.650 122.049 98.998 92.499 4.918 39.680 95.144 10.641
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17:07:07 03/17/10
107.541 94.270 70.279 48.887 34.990 10.799 1.725 0.210 93.643 69.976 47.339 34.703 22.218 10.523 0.234 -0.034 -0.124 27.849 -1.438 61.582 56.654 31.192 30.534 -1.704 19.437 72.748 4.938 42.003 -1.355 81.950 73.086 87.492 14.308 14.274 -8.213 -8.194 4.641 4.377 -1.200 -1.194 -4.537 -4.760 13.117 12.548 15.871 -1.290 61.595 56.797 31.639 30.916 -1.767 19.313 72.488 5.005
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163.948 134.448 98.635 69.318 48.910 13.089 2.153 0.284 152.474 116.406 81.780 58.715 39.422 21.505 5.382 0.769 0.020 -4.062 -5.931 138.127 119.782 93.911 90.359 -2.904 41.733 14.177 7.972 -2.242 -3.757 152.285 130.200 28.296 50.495 -32.944 13.743 -17.803 14.533 -5.547 -6.655 1.969 -4.641 -0.149 0.218 17.025 30.507 1.978 -49.007 -37.669 -50.276 -45.505 1.501 -9.634 92.276 -0.678
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107.541 94.270 70.279 48.887 34.990 10.799 1.725 0.210 93.643 69.976 47.339 34.703 22.218 10.523 0.234 -0.034 -0.124 27.849 -1.438 61.582 56.654 31.192 30.534 -1.704 19.437 72.748 4.938 42.003 -1.355 81.950 73.086 87.492 14.308 14.274 -8.213 -8.194 4.641 4.377 -1.200 -1.194 -4.537 -4.760 13.117 12.548 15.871 -1.290 61.595 56.797 31.639 30.916 -1.767 19.313 72.488 5.005
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28
D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P
45.43 1.96 76.19 74.27 41.54 62.07 10.41 11.27 8.31 9.22 21.17 22.08 74.92 77.11 70.09 66.68 57.27 53.06 47.90 74.89 75.93 69.42 66.17 56.95 52.71 48.09 22.55 61.96 34.51 39.28 65.09 88.28 11.52 20.78 6.48 7.39 7.89 6.76 39.92 47.85 38.85 37.40 55.98 45.40 38.22 50.72 8.24 4.64 7.45 7.62 8.84 5.90 1.12 0.13
66.246 3.423 154.552 131.836 105.092 30.475 4.934 5.440 7.359 8.057 10.031 10.146 55.187 53.821 50.686 46.999 41.125 37.625 34.345 55.213 53.017 50.159 46.669 40.854 37.427 34.512 44.759 38.506 39.694 45.469 40.648 37.812 3.539 3.959 1.922 1.767 2.030 1.374 45.367 54.375 44.230 42.566 38.651 31.338 26.520 11.770 7.085 3.965 6.486 10.799 9.626 4.470 1.047 0.091
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17:07:07 03/17/10
41.994 -1.384 81.980 73.072 87.492 15.915 -4.237 -4.587 -6.241 -6.927 -8.616 -8.988 0.997 12.070 3.643 7.696 3.640 4.626 2.584 0.225 11.997 3.635 7.677 3.629 4.538 2.291 -36.838 -1.990 11.843 9.295 -3.229 37.812 1.047 -3.517 -1.677 -1.538 -0.838 -1.227 4.452 4.412 2.682 2.586 1.664 1.459 0.052 -10.269 4.986 0.840 -3.363 7.299 8.525 -3.340 0.765 0.001
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Helman O. Mozo
Page
Job
112 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1
D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P
20.67 25.30 25.33 25.21 24.26 23.23 14.92 13.90 13.34 13.07 12.50 12.22 11.69 10.66 2.19 1.16 0.58 0.34 3.50 2.22 3.54 1.10 0.70 0.35 3.28 0.03 55.26 55.22 55.52 55.13 63.19 79.49 8.16 7.73 13.70 65.46 6.24 7.47 80.69 21.77 16.37 92.92 48.46 24.04 56.89 48.51 35.01 23.99 12.11 22.20 26.63 29.51 5.37 20.50
16.210 19.910 19.974 19.900 19.147 18.340 11.757 10.959 10.519 10.305 9.859 9.645 9.223 8.418 1.709 0.903 0.451 0.267 2.578 1.719 2.319 0.882 0.597 0.336 2.275 0.029 964.472 963.800 969.090 958.667 968.205 1020.072 28.199 13.321 18.701 1043.458 0.000 0.000 1308.772 63.069 30.727 1398.321 845.930 419.635 993.079 846.647 611.038 418.826 230.330 422.220 153.510 170.123 30.967 357.828
-16.415 -20.086 -20.109 -20.020 -19.265 -18.448 -11.847 -11.038 -10.593 -10.374 -9.924 -9.706 -9.279 -8.463 -1.737 -0.920 -0.462 -0.272 -2.366 -1.503 -2.393 -0.746 -0.477 -0.232 -2.218 -0.022 -693.483 -694.520 -703.698 -699.749 -707.671 -758.984 -51.923 -59.009 -81.152 -808.727 -46.714 -55.354 -1049.461 -145.393 -131.117 -1141.448 -612.336 -309.786 -711.058 -611.380 -448.915 -311.095 -185.648 -327.485 -112.279 -126.907 -27.593 -270.336
17:07:07 03/17/10
2.309 1.931 1.294 0.982 0.867 0.754 0.626 0.518 0.430 0.346 0.263 0.184 0.111 0.057 0.025 0.007 0.000 -0.001 -2.321 -1.503 -1.069 -0.746 -0.477 -0.232 -0.064 -0.005 607.864 606.917 607.492 594.988 594.773 620.869 -45.849 -51.161 -68.598 627.594 -28.902 -50.694 785.499 19.433 -6.212 842.389 536.936 263.868 627.721 537.892 386.467 263.650 131.257 250.084 99.263 106.281 16.355 222.419
-10.435 16.374 -13.977 15.563 -13.600 14.178 -8.446 8.683 -7.612 7.991 -7.168 7.304 -6.729 6.242 -1.370 0.788 -0.387 0.230 -2.334 -1.099 -2.372 -0.550 -0.441 -0.170 -1.645 -0.019 953.773 952.853 957.070 945.578 954.365 1004.126 -51.923 -59.009 -81.152 1023.797 -26.589 -51.264 1278.500 46.931 13.266 1362.686 836.505 415.031 982.666 837.461 603.230 412.893 227.616 418.027 151.893 168.767 30.340 352.695
13.817 -13.532 15.873 -14.132 14.862 -13.080 9.358 -7.930 8.234 -7.493 7.543 -7.046 6.881 -6.167 1.401 -0.781 0.385 -0.232 -1.065 -1.094 0.816 -0.533 -0.241 -0.153 1.561 0.015 -33.210 -34.202 -38.344 -46.630 -56.930 -71.205 -13.464 -25.509 -31.943 -95.696 -40.152 -55.354 -138.256 -53.544 -61.152 -144.300 -26.147 -24.164 -32.239 -25.191 -24.613 -21.823 -35.043 -47.621 -6.330 -12.768 -7.138 -25.237
-16.415 16.184 -2.498 19.885 -20.086 -2.138 -20.109 19.955 -1.449 19.883 -20.020 -1.116 -19.265 19.131 -1.000 18.325 -18.448 -0.877 -11.847 11.745 -0.729 10.949 -11.038 -0.607 -10.593 10.509 -0.513 10.295 -10.374 -0.425 -9.924 9.850 -0.338 9.637 -9.706 -0.253 -9.279 9.216 -0.175 8.412 -8.463 -0.108 -1.737 1.705 -0.056 0.901 -0.920 -0.025 -0.462 0.450 -0.012 0.267 -0.272 -0.004 -0.686 0.949 2.578 0.127 0.089 1.719 -2.143 2.319 1.244 0.080 0.056 0.882 -0.058 0.178 0.597 0.064 0.041 0.336 -2.211 2.275 0.129 0.013 0.011 0.029 594.428 -679.994 -693.483 593.481 -681.031 -694.520 593.763 -689.899 -703.698 587.115 -691.798 -699.749 596.999 -707.671 -705.517 631.443 -758.984 -748.497 -40.610 24.938 28.199 -43.532 7.964 13.321 -60.591 12.550 18.342 651.768 -808.727 -784.745 -27.555 -45.982 -46.714 -45.845 -49.332 -48.732 808.220 -1049.461 -1028.488 10.595 -142.398 -145.393 -13.895 -127.727 -131.117 853.058 -1141.448 -1123.435 520.723 -596.078 -612.336 272.856 -309.786 -300.648 615.043 -698.355 -711.058 521.679 -595.121 -611.380 377.438 -439.882 -448.915 261.273 -308.754 -311.095 163.888 -185.648 -152.921 293.842 -327.485 -283.550 99.334 -112.279 -112.177 116.080 -126.907 -117.141 22.580 -27.593 -21.368 229.229 -270.336 -263.417
2.309 1.931 1.294 0.982 0.867 0.754 0.626 0.518 0.430 0.346 0.263 0.184 0.111 0.057 0.025 0.007 0.000 -0.001 -2.321 -1.503 -1.069 -0.746 -0.477 -0.232 -0.064 -0.005 607.864 606.917 607.492 594.988 594.773 620.869 -45.849 -51.161 -68.598 627.594 -28.902 -50.694 785.499 19.433 -6.212 842.389 536.936 263.868 627.721 537.892 386.467 263.650 131.257 250.084 99.263 106.281 16.355 222.419
Helman O. Mozo
Page
Job
113 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6
D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P
14.25 69.09 57.89 54.97 55.56 41.87 41.91 34.96 29.30 29.35 23.95 19.27 19.31 19.46 16.80 14.36 10.21 8.63 28.82 28.59 23.56 17.32 12.14 8.61 2.74 0.48 0.12 26.64 20.40 14.35 10.31 6.95 3.85 1.68 0.27 0.05 42.83 46.21 61.61 63.67 3.95 1.94 1.36 2.88 1.42 0.98 2.88 1.42 0.98 3.95 1.94 1.36 24.31 24.50
23.287 1021.335 969.278 959.462 969.734 730.811 731.590 610.212 511.385 512.211 418.048 336.288 337.067 370.027 319.530 273.109 194.211 164.148 166.148 164.831 135.828 99.873 69.994 49.658 13.664 2.137 0.341 153.564 117.576 82.713 59.446 40.057 22.068 5.698 0.885 0.110 46.797 47.503 30.211 30.366 1.837 0.961 1.530 2.898 1.543 2.455 2.898 1.543 2.455 1.837 0.961 1.530 3.219 3.288
-55.742 -755.828 -706.011 -697.757 -701.932 -535.009 -533.970 -450.017 -379.196 -378.095 -312.134 -254.434 -253.396 -282.336 -251.760 -210.186 -150.633 -131.828 -122.329 -119.877 -105.188 -79.979 -55.237 -40.822 -15.179 -2.668 -0.692 -117.249 -92.165 -67.834 -47.673 -34.084 -21.304 -9.323 -1.495 -0.288 -34.330 -37.040 -49.382 -51.033 -3.920 -2.164 -3.305 -2.859 -1.582 -2.380 -2.859 -1.582 -2.380 -3.920 -2.164 -3.305 -5.992 -6.039
17:07:07 03/17/10
-49.862 623.014 596.281 596.341 608.636 462.137 463.176 385.365 322.817 323.919 262.612 209.633 210.672 251.287 185.056 186.278 133.898 94.665 106.426 109.061 81.867 58.349 41.332 28.446 5.071 0.408 -0.079 106.632 82.177 58.535 41.515 28.613 16.520 5.220 0.534 0.045 29.967 27.368 -34.567 -32.543 -2.859 -1.582 -2.380 1.691 0.872 1.409 1.691 0.872 1.409 -2.859 -1.582 -2.380 2.812 -0.021
-55.742 1006.052 955.834 946.792 958.078 721.702 722.741 602.128 504.334 505.435 411.854 330.773 331.811 366.136 316.248 270.113 192.114 162.316 164.534 163.476 134.552 98.682 69.195 48.945 13.123 1.989 0.280 152.237 116.327 81.550 58.676 39.373 21.469 5.185 0.765 0.020 46.249 -5.621 -49.382 -0.270 -3.920 -2.164 -3.305 -0.584 -0.355 -0.485 2.752 1.454 2.334 -0.584 -0.355 -0.485 0.515 -3.702
-17.926 -68.555 -55.346 -44.958 -36.889 -27.627 -26.588 -25.715 -23.360 -22.259 -22.861 -22.430 -21.391 6.669 -43.010 5.553 5.677 -23.997 -8.540 -3.161 -14.857 -13.741 -8.866 -7.863 -6.419 -1.458 -0.484 4.329 3.888 3.724 1.984 2.018 2.036 1.798 0.012 0.023 -0.165 46.933 -5.754 -51.033 -0.584 -0.355 -0.485 2.752 1.454 2.334 -0.584 -0.355 -0.485 -3.920 -2.164 -3.305 2.822 2.891
-44.624 633.588 598.507 588.468 594.907 450.321 451.360 376.336 316.441 317.542 260.234 210.328 211.366 223.216 225.429 164.115 116.030 117.152 109.384 105.855 94.978 70.456 48.855 35.122 10.853 1.484 0.206 93.656 70.263 47.232 34.817 22.268 10.551 -0.016 -0.038 -0.123 25.599 -37.040 -30.351 29.796 -2.859 -1.582 -2.380 -2.859 -1.582 -2.380 1.691 0.872 1.409 1.691 0.872 1.409 -3.111 -6.039
20.027 -755.828 -706.011 -689.806 -688.133 -523.169 -522.131 -440.984 -372.836 -371.734 -309.793 -254.434 -253.396 -254.439 -251.760 -188.144 -132.833 -131.828 -122.329 -116.649 -105.188 -79.979 -55.237 -40.822 -15.179 -2.668 -0.692 -104.271 -80.252 -56.531 -40.976 -27.740 -15.335 -4.087 -0.922 -0.120 -29.976 32.499 25.981 -34.328 1.691 0.872 1.409 1.691 0.872 1.409 -2.859 -1.582 -2.380 -2.859 -1.582 -2.380 -0.058 2.864
23.287 -745.341 -703.857 -697.757 -701.932 -535.009 -533.970 -450.017 -379.196 -378.095 -312.134 -253.686 -252.648 -282.336 -211.238 -210.186 -150.633 -109.289 -119.347 -119.877 -92.074 -67.874 -47.713 -34.145 -9.397 -1.591 -0.407 -117.249 -92.165 -67.834 -47.673 -34.084 -21.304 -9.323 -1.495 -0.288 -34.330 -31.921 30.211 28.000 1.691 0.872 1.409 -2.859 -1.582 -2.380 -2.859 -1.582 -2.380 1.691 0.872 1.409 -5.992 -3.152
-49.862 623.014 596.281 596.341 608.636 462.137 463.176 385.365 322.817 323.919 262.612 209.633 210.672 251.287 185.056 186.278 133.898 94.665 106.426 109.061 81.867 58.349 41.332 28.446 5.071 0.408 -0.079 106.632 82.177 58.535 41.515 28.613 16.520 5.220 0.534 0.045 29.967 27.368 -34.567 -32.543 -2.859 -1.582 -2.380 1.691 0.872 1.409 1.691 0.872 1.409 -2.859 -1.582 -2.380 2.812 -0.021
Helman O. Mozo
Page
Job
114 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6
D752P D753P D754P D755P D756P D764P D765P D766P D767P D768P D769P D770P
28.81 28.87 64.13 41.56 55.40 20.03 18.63 21.59 21.26 24.72 25.67 25.47
4.301 3.998 9.860 6.959 10.110 8.781 8.386 9.246 9.117 5.443 6.325 6.207
-7.101 -7.115 -15.804 -10.244 -13.654 -8.391 -7.804 -9.043 -8.905 -10.354 -10.752 -10.668
-0.049 3.912 -15.804 -3.433 -3.598 6.102 4.436 4.428 6.583 -7.739 -6.734 -6.728
3.610 3.599 -12.844 1.884 -9.880 0.056 -1.923 8.956 8.826 -1.857 -0.015 -10.668
-4.467 1.288 -15.228 -7.988 3.453 8.494 8.098 -2.800 0.394 -10.354 -10.752 -0.095
3.901 -0.069 0.309 6.489 -13.654 -6.716 -7.804 6.723 4.409 4.445 6.038 -8.218
-7.101 -3.127 -2.866 -10.244 9.603 4.430 5.510 -9.043 -6.730 -6.740 -8.326 5.919
-3.149 -7.115 9.860 -0.326 -0.458 -8.391 -6.728 -6.746 -8.905 5.443 4.445 4.428
-0.049 3.912 -15.804 -3.433 -3.598 6.102 4.436 4.428 6.583 -7.739 -6.734 -6.728
LC 17
LC 18
Angle Forces For All Load Cases (Continued): Group Angle Label Label
LC 8
LC 9
LC 10
17:07:07 03/17/10
LC 11
LC 12
LC 13
LC 14
LC 15
LC 16
(kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) -------------------------------------------------------------------------------------------------------------------H18 D1P -6.107 -49.640 26.318 -29.595 -29.595 -26.339 -25.788 -13.637 -3.398 -18.718 8.013 D2 D2P 152.162 36.316 63.703 -88.992 -88.992 78.720 82.240 36.685 45.499 4.732 14.370 D3 D3P 133.498 31.390 57.953 -76.494 -76.494 69.302 71.757 33.217 41.358 5.426 14.773 D5 D4P 110.773 50.088 32.344 -46.807 -46.807 67.009 68.787 33.532 34.920 13.564 7.320 D6 D5P 101.058 44.039 31.789 -42.507 -42.507 61.087 62.430 31.077 32.491 12.426 8.115 R6 D6P -8.426 -6.149 -1.118 1.853 1.853 -5.828 -5.766 -3.127 -3.106 -2.305 -0.535 R3 D7P 41.876 14.869 18.635 -17.090 -17.090 26.058 25.658 13.976 15.640 6.136 7.461 D4 D8P 3.908 -121.948 76.072 -90.051 -90.051 -54.617 -51.811 -32.356 -5.051 -49.340 20.345 R6 D9P 13.265 9.597 3.746 -1.109 -1.109 10.492 9.857 6.167 6.114 4.824 2.765 D7 D10P -3.463 -75.843 43.731 -50.992 -50.992 -36.318 -35.080 -21.295 -4.056 -29.527 12.552 R9 D11P -3.704 -1.850 -1.362 1.053 1.053 -2.799 -2.748 -1.403 -1.419 -0.766 -0.595 D7 D12P 157.935 12.403 85.337 -103.628 -103.628 69.350 72.373 35.006 48.654 -2.560 23.106 D9 D13P 134.992 7.158 75.713 -90.123 -90.123 56.997 59.374 29.546 42.053 -2.932 21.193 D10 D14P 29.922 -119.273 89.839 -104.522 -104.522 -40.628 -38.210 -26.139 4.980 -47.523 26.065 D10 D15P 51.472 26.884 14.969 -17.132 -17.132 29.969 30.328 18.178 17.291 8.639 4.445 D10 D16P -26.029 -49.570 14.583 -16.992 -16.992 -29.767 -29.368 -18.892 -10.074 -18.358 4.217 D13 D17P 2.194 14.641 -8.160 8.603 8.603 3.251 3.179 3.962 0.940 5.320 -2.704 D13 D18P -23.586 -10.033 -8.574 8.813 8.813 -10.530 -10.568 -7.932 -8.208 -3.439 -2.926 D14 D19P 9.027 0.240 4.977 -6.113 -6.113 -0.667 -0.478 1.670 2.744 -0.348 1.319 D14 D20P -3.705 -11.422 4.724 -5.957 -5.957 -2.446 -2.242 -3.853 -1.772 -4.487 1.195 D15 D21P -2.233 0.595 -1.677 1.811 1.811 3.919 3.897 -0.232 -0.734 0.261 -0.538 D15 D22P 0.506 1.921 -1.181 1.410 1.410 -3.483 -3.521 0.539 0.265 0.762 -0.329 D16 D23P -8.811 -3.085 -4.116 3.893 3.893 -9.959 -9.921 -3.095 -3.186 -1.171 -1.534 D16 D24P -2.866 4.941 -4.607 4.380 4.380 5.541 5.580 0.513 -1.096 1.652 -1.708 D18 D25P 2.276 -17.480 13.037 -14.011 -14.011 -12.312 -12.150 -4.039 0.428 -6.525 4.215 D18 D26P 19.825 -1.533 13.622 -14.590 -14.590 13.251 13.408 4.212 6.615 -0.901 4.432 R9 D27P 30.136 9.554 15.350 -11.511 -11.511 19.112 18.470 10.656 12.062 4.819 6.859 D2 D28P -64.492 -179.498 66.611 -85.412 -85.412 -112.539 -108.567 -63.784 -31.773 -72.244 14.364 D3 D29P -52.536 -154.002 60.705 -73.338 -73.338 -94.144 -91.272 -52.925 -25.057 -60.763 14.794 D5 D30P -58.808 -118.650 34.408 -44.092 -44.092 -80.221 -78.124 -45.238 -25.487 -46.546 7.317 D6 D31P -55.854 -112.159 33.508 -40.284 -40.284 -74.960 -73.343 -42.068 -23.351 -43.165 8.097 R6 D32P 0.224 2.374 -1.455 1.373 1.373 1.302 1.319 0.588 0.042 0.798 -0.549 R3 D33P -13.943 -40.658 19.135 -16.250 -16.250 -23.989 -24.300 -12.036 -4.206 -13.607 7.435 D4 D34P 99.910 -26.210 74.406 -91.790 -91.790 28.678 31.263 11.972 29.238 -15.145 20.263 R6 D35P 0.125 -3.409 4.102 -0.601 -0.601 -1.121 -1.708 0.332 1.381 0.137 2.781
Helman O. Mozo
Page
Job
115 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27
D36P D37P D38P D39P D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P
65.329 1.617 -30.075 -20.889 106.589 -5.760 -3.961 -5.358 -7.474 -8.356 -10.150 -10.224 -41.624 55.230 -33.613 44.928 -26.759 34.059 -23.623 42.541 -30.279 44.781 -28.598 37.195 -24.524 29.459 -31.030 38.049 -25.412 28.716 19.274 2.294 -1.300 -2.058 -0.691 -1.742 -0.451 37.188 -35.767 37.266 -30.197 30.633 -22.895 20.193 -13.424 0.468 -2.080 2.410 0.934 8.697 -5.789 1.279 0.078 13.398
-7.395 3.351 -174.057 -147.478 -43.283 -26.007 3.916 6.351 8.805 9.684 11.836 11.535 -39.311 29.118 -46.311 28.166 -39.088 24.788 -30.679 40.228 -59.125 34.178 -47.622 27.040 -36.186 23.937 -23.900 15.664 -38.955 29.073 -40.694 1.440 5.813 1.926 2.579 0.109 1.532 27.947 -43.574 29.168 -33.543 24.635 -23.853 19.063 4.139 -9.958 -5.245 7.281 -14.340 -0.906 0.100 0.909 0.081 14.827
43.862 -1.275 84.750 75.302 90.060 15.164 -5.703 -7.155 -10.008 -11.006 -13.585 -13.419 0.595 16.260 7.962 9.997 7.947 5.400 5.376 0.321 18.720 5.720 12.283 5.634 7.553 2.558 -4.186 13.467 8.751 -0.181 37.093 2.102 -4.571 -2.545 -2.046 -1.141 -1.239 3.986 4.864 5.263 1.973 3.873 0.491 0.473 -10.710 6.790 2.141 -3.086 10.474 6.016 -3.987 -0.197 0.001 -1.562
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 RH1 R3 H6 H6 R3 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24
D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14
D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P
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17:07:07 03/17/10
10.019 -2.378 -3.261 0.366 -0.840 2.144 -0.381 -44.058 51.373 -41.672 39.668 -36.048 28.310 -25.202 7.353 7.517 5.666 -6.368 11.272 -8.310 3.706 -2.398 -0.087 -22.242 20.813 -19.830 19.485 -19.342 18.444 -11.812 10.933 -10.589 10.311 -9.914 9.643 -9.273 8.418 -1.734 0.903 -0.461 0.267 0.035 0.087 -2.160 0.063 -0.071 0.052 -2.218 0.011 632.431 631.732 630.681 621.260 618.279
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13
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M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19
D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28
D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P
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17:07:07 03/17/10
0.801 18.572 5.824 12.246 5.689 7.677 3.045 0.116 16.019 8.073 9.913 7.963 5.233 4.816 -38.837 0.741 11.202 10.859 -5.066 36.519 0.214 -4.707 -2.481 -2.061 -1.236 -1.733 6.786 7.379 2.723 4.480 1.468 2.940 -0.112 -10.615 2.985 0.166 -3.429 4.931 10.360 -2.719 1.483 0.001 6.283 2.039 1.738 1.745 1.388 1.104 0.956 0.815 0.671 0.537 0.413 0.292
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24
D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P
-6.965 5.769 -1.717 0.752 -0.409 0.226 2.751 1.967 0.194 1.038 0.599 0.419 -1.086 0.062 -24.585 -25.329 -26.002 -32.364 -32.889 -40.480 -33.182 -46.598 -66.440 -75.619 -118.064 49.937 10.885 -137.121 -17.703 -24.859 -23.598 -16.986 -17.971 -17.233 6.342 -1.174 -8.049 6.540 2.659 -20.272 -35.969 -38.833 -31.701 -31.109 -24.911 -19.721 -18.942 -18.797 -17.596 -16.770 -18.012 -17.825 -17.046 -51.359
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0.175 0.089 0.037 0.008 0.000 -0.001 -3.757 -2.283 -1.656 -1.156 -0.747 -0.365 -0.099 -0.006 607.571 606.872 602.900 603.121 607.921 637.889 -35.668 -39.833 -55.347 670.555 840.614 29.579 3.556 885.886 529.431 279.838 625.571 530.148 384.915 267.104 139.576 266.282 102.824 105.667 17.029 232.877 -38.644 639.436 609.033 604.056 603.680 459.590 460.369 384.089 323.589 324.415 266.325 215.522 216.301 266.738
17:07:07 03/17/10
0.175 0.089 0.037 0.008 0.000 -0.001 -3.757 -2.283 -1.656 -1.156 -0.747 -0.365 -0.099 -0.006 607.571 606.872 602.900 603.121 607.921 637.889 -9.354 -31.340 -44.244 670.555 840.614 -28.015 -50.378 885.886 529.431 279.838 625.571 530.148 384.915 267.104 139.576 266.282 102.824 105.667 17.029 232.877 -13.554 639.436 609.033 604.056 603.680 459.590 460.369 384.089 323.589 324.415 266.325 215.522 216.301 266.738
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5
D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P
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197.581 197.185 140.390 99.610 109.452 109.430 83.705 59.652 42.273 29.242 5.617 0.547 -0.018 108.389 83.787 59.915 42.447 29.413 17.191 5.757 0.652 0.076 -35.533 -8.040 127.575 107.449 97.896 93.732 -3.004 40.465 -65.485 7.586 -48.539 -3.711 116.332 96.781 -57.707 53.762 -60.867 27.623 -15.353 14.584 -12.411 -7.918 3.996 -1.343 4.588 -14.558 10.751 25.924 3.845 -146.499 -123.504 -110.185
17:07:07 03/17/10
197.581 197.185 140.390 99.610 109.452 109.430 83.705 59.652 42.273 29.242 5.617 0.547 -0.018 108.389 83.787 59.915 42.447 29.413 17.191 5.757 0.652 0.076 -35.533 -8.040 127.575 107.449 97.896 93.732 -3.004 40.465 -65.485 7.586 -48.539 -3.711 116.332 96.781 -57.707 53.762 -60.867 27.623 -15.353 14.584 -12.411 -7.918 3.996 -1.343 4.588 -14.558 10.751 25.924 3.845 -146.499 -123.504 -110.185
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68.631 48.221 34.719 35.982 34.674 35.237 30.719 22.439 15.669 10.942 2.759 0.323 -0.043 30.395 22.221 14.420 10.730 6.502 2.551 -0.906 -0.243 -0.102 8.703 -0.744 14.232 14.519 7.131 7.755 -0.701 7.557 20.182 2.943 12.390 -0.575 22.934 21.065 26.126 4.275 4.309 -2.796 -2.756 1.258 1.157 -0.374 -0.369 -1.668 -1.754 4.312 4.114 6.812 -0.596 14.249 14.665 7.522
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26
D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P
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17:07:07 03/17/10
-101.063 4.918 -34.406 49.224 -6.208 43.147 3.423 -133.568 -110.192 44.328 -22.005 -0.358 0.318 0.401 0.454 0.492 0.401 -54.142 53.821 -50.815 46.999 -41.483 37.625 -34.686 55.058 -54.782 50.159 -47.804 40.854 -38.113 34.512 3.529 -38.357 39.694 -46.550 40.597 -14.679 2.954 3.647 -0.162 1.036 -1.907 0.961 45.367 -54.817 44.230 -42.853 38.651 -31.510 26.520 -6.592 -4.818 -4.077 6.453
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29.273 -1.998 13.546 -30.066 4.967 -20.678 -1.427 33.671 28.285 -26.287 10.551 0.511 0.359 0.475 0.463 0.606 0.497 19.712 -20.261 17.788 -17.395 14.336 -13.779 11.958 -18.694 17.986 -17.769 15.992 -14.660 12.910 -12.375 3.107 13.596 -14.820 15.590 -14.071 2.218 -1.059 -1.038 0.193 -0.238 0.749 -0.255 -16.227 18.974 -15.777 14.876 -13.750 10.969 -9.349 3.143 1.382 1.350 -2.121
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26
D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P
10.799 3.096 0.741 0.073 -0.075 -10.410 16.399 -13.958 15.580 -13.584 14.193 -8.434 8.694 -7.602 8.001 -7.160 7.312 -6.721 6.248 -1.366 0.790 -0.386 0.230 -2.366 -1.125 -2.393 -0.566 -0.455 -0.182 -1.652 -0.022 964.472 963.800 969.090 958.667 968.205 1020.072 -11.395 -20.916 -25.792 1043.458 -30.829 -43.197 1308.772 1398.321 845.930 419.635 993.079 846.647 611.038 418.826 230.330 422.220 153.510
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17:07:07 03/17/10
-0.154 3.169 -1.943 0.328 0.028 4.813 -4.812 5.548 -5.006 5.198 -4.633 3.268 -2.813 2.877 -2.656 2.636 -2.497 2.406 -2.183 0.485 -0.280 0.132 -0.083 -0.312 -0.332 0.330 -0.154 -0.055 -0.028 0.565 0.012 -32.284 -33.111 -36.641 -41.616 -46.681 -55.770 -18.284 -24.125 -33.123 -71.462 -27.630 -39.521 -106.922 -119.346 -27.338 -17.371 -31.397 -26.541 -23.687 -19.100 -17.554 -24.829 -5.338
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3
D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P
170.123 30.967 357.828 -14.741 1021.335 969.278 959.462 969.734 730.811 731.590 610.212 511.385 512.211 418.048 336.288 337.067 370.027 319.530 273.109 194.211 164.148 166.148 164.831 135.828 99.873 69.994 49.658 13.664 2.137 0.341 153.564 117.576 82.713 59.446 40.057 22.068 5.698 0.885 0.051 46.797 -5.050 -48.835 0.300 -3.774 -2.075 -3.183 -0.438 -0.266 -0.364 2.898 1.543 2.455 -0.438 -0.266
-11.411 -6.511 -20.105 -41.440 -53.272 -41.902 -32.287 -25.233 -18.518 -17.739 -17.631 -16.308 -15.482 -16.668 -16.915 -16.136 10.559 -39.728 8.548 7.774 -22.166 -6.926 -1.807 -13.581 -12.550 -8.068 -7.150 -5.878 -1.310 -0.423 5.656 5.137 4.887 2.754 2.702 2.635 2.312 0.133 0.054 0.384 47.503 -5.207 -50.463 -0.438 -0.266 -0.364 2.898 1.543 2.455 -0.438 -0.266 -0.364 -3.774 -2.075
117.436 23.207 234.362 23.211 648.871 611.951 601.138 606.563 459.430 460.209 384.420 323.493 324.319 266.428 215.843 216.622 227.107 228.711 167.111 118.126 118.984 110.998 107.210 96.255 71.647 49.653 35.835 11.394 1.633 0.267 94.984 71.512 48.395 35.588 22.953 11.149 0.498 0.082 -0.092 26.148 -36.469 -29.804 30.366 -2.713 -1.494 -2.258 -2.713 -1.494 -2.258 1.837 0.961 1.530 1.837 0.961
-125.551 -26.966 -265.203 23.211 -740.545 -692.567 -677.136 -676.477 -514.060 -513.281 -432.900 -365.784 -364.958 -303.599 -248.919 -248.140 -250.548 -248.479 -185.148 -130.737 -129.997 -120.715 -115.294 -103.912 -78.788 -54.439 -40.109 -14.638 -2.519 -0.630 -102.944 -79.003 -55.368 -40.205 -27.055 -14.737 -3.574 -0.802 -0.089 -29.428 33.070 26.528 -33.758 1.837 0.961 1.530 1.837 0.961 1.530 -2.713 -1.494 -2.258 -2.713 -1.494
17:07:07 03/17/10
-125.551 -26.966 -265.203 -25.985 -740.545 -692.567 -677.136 -676.477 -514.060 -513.281 -432.900 -365.784 -364.958 -303.599 -248.919 -248.140 -250.548 -248.479 -185.148 -130.737 -129.997 -120.715 -115.294 -103.912 -78.788 -54.439 -40.109 -14.638 -2.519 -0.630 -102.944 -79.003 -55.368 -40.205 -27.055 -14.737 -3.574 -0.802 -0.089 -29.428 33.070 26.528 -33.758 1.837 0.961 1.530 1.837 0.961 1.530 -2.713 -1.494 -2.258 -2.713 -1.494
92.137 14.377 184.059 -22.801 442.798 434.000 441.961 458.528 363.112 364.150 306.494 259.649 260.750 213.174 171.461 172.499 211.627 157.217 158.496 115.003 81.105 91.624 94.309 71.143 51.143 36.555 25.039 4.602 0.599 -0.045 92.370 71.432 51.316 36.730 25.201 14.536 4.747 0.725 0.080 21.048 20.953 -25.554 -25.896 -2.186 -1.274 -1.893 1.017 0.564 0.923 1.017 0.564 0.923 -2.186 -1.274
93.493 15.005 189.192 -23.688 458.081 447.444 454.632 470.184 372.220 372.999 314.578 266.700 267.526 219.368 176.976 177.755 215.518 160.499 161.492 117.100 82.936 93.239 95.664 72.420 52.334 37.353 25.752 5.143 0.747 0.016 93.697 72.682 52.479 37.500 25.885 15.135 5.260 0.845 0.110 21.596 21.523 -25.007 -25.327 -2.039 -1.185 -1.772 1.163 0.652 1.044 1.163 0.652 1.044 -2.039 -1.185
34.790 4.549 68.396 -25.757 189.807 183.952 185.455 191.737 145.098 145.963 120.057 100.035 100.953 80.495 63.168 64.033 80.942 58.808 59.788 43.086 29.789 34.338 35.780 26.353 18.241 13.009 8.639 0.743 -0.141 -0.144 34.969 26.515 18.361 13.127 8.752 4.662 0.850 -0.043 -0.042 9.496 8.537 -13.212 -12.544 -1.287 -0.728 -1.071 0.314 0.136 0.262 0.314 0.136 0.262 -1.287 -0.728
56.779 9.470 114.241 -12.449 324.601 310.481 308.782 314.708 236.441 237.306 196.338 163.913 164.830 133.014 105.798 106.664 121.358 104.976 89.291 63.573 53.596 54.787 54.930 44.893 32.435 22.815 15.853 3.577 0.415 -0.018 51.018 38.532 26.460 19.166 12.539 6.404 0.837 0.038 -0.051 15.226 -3.072 -18.426 -1.187 -1.661 -0.932 -1.397 -0.487 -0.296 -0.404 0.687 0.341 0.588 -0.487 -0.296
-7.104 -3.718 -18.757 -21.844 -53.562 -45.361 -40.223 -35.428 -27.254 -26.389 -24.605 -21.787 -20.869 -19.965 -18.497 -17.631 -5.141 -21.450 -3.810 -2.036 -11.969 -6.119 -3.712 -7.685 -7.128 -4.656 -4.139 -3.300 -0.798 -0.287 -1.032 -1.036 -0.928 -0.784 -0.607 -0.435 -0.354 -0.227 -0.050 -1.108 15.422 -3.073 -19.050 -0.487 -0.296 -0.404 0.687 0.341 0.588 -0.487 -0.296 -0.404 -1.661 -0.932
38.238 6.740 70.792 0.907 193.528 184.735 182.685 186.906 140.939 141.805 116.880 97.792 98.710 79.658 63.412 64.278 71.063 73.016 51.989 36.798 37.703 35.379 34.652 30.967 22.502 15.657 10.988 2.778 0.238 -0.044 30.403 22.322 14.383 10.770 6.520 2.561 -0.993 -0.244 -0.102 7.959 -14.128 -11.729 9.394 -1.287 -0.728 -1.071 -1.287 -0.728 -1.071 0.314 0.136 0.262 0.314 0.136
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA R3 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6
D749P D750P D751P D752P D753P D754P D755P D756P D764P D765P D766P D767P D768P D769P D770P
-0.364 0.912 -3.305 4.010 3.998 -12.374 2.354 -9.373 0.343 -1.636 9.246 9.117 -1.570 0.272 -10.380
-3.183 3.219 3.288 -4.068 1.688 -14.758 -7.518 3.960 8.781 8.386 -2.510 0.685 -10.067 -10.466 0.194
1.530 -2.714 -5.642 4.301 0.331 0.779 6.959 -13.147 -6.430 -7.516 7.014 4.700 4.733 6.325 -7.929
-2.258 0.339 3.261 -6.701 -2.727 -2.396 -9.774 10.110 4.717 5.797 -8.752 -6.439 -6.453 -8.039 6.207
-2.258 0.339 3.261 -6.701 -2.727 -2.396 -9.774 10.110 4.717 5.797 -8.752 -6.439 -6.453 -8.039 6.207
-1.893 1.743 -0.474 -0.496 2.436 -11.417 -2.985 -3.144 3.945 2.786 2.776 4.248 -5.825 -5.081 -5.080
-1.772 2.140 -0.077 -0.096 2.836 -10.947 -2.515 -2.637 4.232 3.073 3.067 4.539 -5.538 -4.795 -4.792
Angle Forces For All Load Cases (Continued): Group Angle Label Label
LC 19
LC 20
LC 21
LC 22
17:07:07 03/17/10
LC 23
LC 24
LC 25
(kN) (kN) (kN) (kN) (kN) (kN) (kN) ----------------------------------------------------------------------------H18 D1P -11.664 9.980 -22.802 -4.617 -31.825 -19.297 19.143 D2 D2P -39.365 -58.634 74.296 89.950 17.546 -60.771 -94.993 D3 D3P -32.540 -48.201 65.380 79.839 16.022 -51.406 -79.221 D5 D4P -20.534 -43.938 64.168 66.633 28.705 -31.855 -73.420 D6 D5P -18.030 -39.032 58.683 61.195 25.558 -28.533 -65.832 R6 D6P 0.511 2.276 -5.394 -5.356 -3.933 1.068 4.203 R3 D7P -5.111 -11.004 23.797 26.751 9.872 -10.102 -20.569 D4 D8P -38.115 12.368 -50.165 -1.670 -80.330 -60.394 29.266 R6 D9P 1.056 -1.468 9.309 9.217 6.924 0.233 -4.250 D7 D10P -20.782 12.899 -34.597 -3.980 -49.217 -33.686 26.134 R9 D11P 0.255 1.067 -2.360 -2.389 -1.230 0.584 2.025 D7 D12P -43.392 -55.270 70.040 94.278 3.320 -69.199 -90.294 D9 D13P -37.166 -45.494 58.669 80.882 0.986 -59.815 -74.605 D10 D14P -42.332 9.905 -40.118 15.151 -78.096 -68.877 23.897 D10 D15P -6.851 -20.588 33.220 31.643 16.277 -11.234 -35.630 D10 D16P -6.894 16.213 -32.514 -16.854 -31.566 -11.205 29.834 D13 D17P 3.195 -3.468 6.845 1.478 9.258 5.484 -6.351 D13 D18P 3.193 8.201 -14.191 -14.683 -6.212 5.567 14.462 D14 D19P -2.584 -2.937 3.458 5.365 -0.127 -4.097 -4.726 D14 D20P -2.564 2.483 -6.312 -2.615 -7.438 -4.022 4.941 D15 D21P 0.689 0.385 -0.471 -1.362 0.405 1.165 0.625 D15 D22P 0.583 -0.284 0.858 0.371 1.256 0.936 -0.603 D16 D23P 1.284 2.845 -5.400 -5.562 -1.983 2.378 5.150 D16 D24P 1.454 -0.769 1.010 -1.847 3.033 2.682 -1.267 D18 D25P -5.304 2.945 -6.750 1.184 -11.164 -8.996 5.654 D18 D26P -5.496 -5.268 7.891 12.159 -1.189 -9.350 -8.946 R9 D27P -2.594 -6.394 17.271 19.768 6.905 -6.261 -13.010 D2 D28P -39.135 35.180 -102.972 -46.118 -117.997 -59.193 72.792 D3 D29P -32.377 31.837 -86.534 -37.039 -100.455 -50.041 64.007 D5 D30P -20.308 30.044 -74.901 -39.822 -77.223 -30.625 58.802 D6 D31P -17.871 30.077 -70.517 -37.274 -72.464 -27.542 57.616 R6 D32P 0.446 -0.703 1.086 0.116 1.460 0.834 -1.207
-1.071 0.226 -0.771 -0.787 0.607 -6.466 -2.113 -2.242 1.597 1.009 1.000 1.758 -3.275 -2.920 -2.921
-0.404 -0.583 -2.067 0.501 0.497 -5.424 -0.241 -4.452 -0.530 -1.228 2.594 2.548 -1.205 -0.556 -4.307
-1.397 0.229 0.253 -2.342 -0.317 -6.263 -3.716 0.240 2.439 2.298 -1.543 -0.420 -4.196 -4.334 -0.586
0.262 -1.859 -2.889 0.603 -0.794 -0.796 1.379 -5.780 -2.914 -3.298 1.808 0.993 1.012 1.575 -3.445
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26
D33P D34P D35P D36P D37P D38P D39P D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P
-5.017 -38.223 1.125 -20.750 0.225 -43.306 -37.131 -42.351 -2.542 2.520 3.252 4.484 4.864 5.977 5.675 0.457 -7.326 -3.285 -4.586 -3.430 -2.562 -2.376 0.562 -8.211 -2.478 -5.408 -2.595 -3.326 -1.318 1.589 -5.659 -3.845 0.216 -15.888 -0.725 1.936 1.091 0.889 0.506 0.543 -1.777 -2.144 -2.167 -0.942 -1.599 -0.307 -0.202 4.607 -2.713 -0.862 1.228 -4.095 -2.499 1.548
13.674 -28.609 3.590 -19.929 -1.406 34.252 28.849 -26.820 10.582 0.563 0.560 0.726 0.759 0.896 0.722 18.896 -20.693 17.520 -17.692 14.212 -14.072 11.872 -17.877 18.405 -18.325 16.103 -15.182 13.075 -12.634 12.960 -13.535 14.189 -13.334 1.909 -0.862 -0.718 0.228 -0.244 0.517 -0.128 -15.475 17.927 -15.662 14.468 -13.058 10.609 -9.076 3.035 1.885 1.643 -2.157 2.751 -2.291 1.538
-22.172 27.990 -0.929 23.874 2.027 -89.193 -73.593 25.227 -12.897 0.080 0.551 0.736 0.739 0.930 0.726 -32.171 33.366 -32.131 29.167 -26.571 23.593 -22.102 33.190 -36.102 31.560 -30.882 25.669 -24.623 21.557 -22.797 22.102 -26.814 24.027 -9.361 1.571 1.967 0.006 0.789 -0.697 0.455 26.676 -32.762 27.167 -26.229 22.707 -19.136 16.049 -3.626 -4.013 -3.138 4.132 -5.720 3.243 -2.431
-8.265 58.655 0.934 39.041 0.936 -23.267 -16.580 63.087 -2.671 -2.306 -3.106 -4.353 -4.894 -5.948 -6.074 -25.796 33.987 -21.168 27.726 -16.934 21.067 -14.924 26.814 -19.462 27.834 -18.233 23.044 -15.548 18.274 -19.357 23.475 -16.137 18.001 11.105 1.439 -0.704 -1.222 -0.376 -1.055 -0.246 23.117 -22.498 23.189 -18.956 19.069 -14.355 12.610 -8.112 0.186 -1.335 1.553 0.452 5.307 -3.571
17:07:07 03/17/10
-24.962 -20.171 -1.274 -6.411 2.020 -113.256 -95.697 -30.584 -15.325 2.617 4.212 5.822 6.381 7.794 7.525 -24.350 17.666 -29.104 17.250 -24.639 15.273 -19.333 25.368 -37.491 21.207 -30.123 16.697 -22.837 14.823 -14.901 9.484 -24.601 18.225 -26.375 0.905 3.741 1.268 1.668 0.102 0.993 17.341 -27.378 18.128 -21.047 15.321 -14.953 11.903 2.865 -6.330 -3.313 4.597 -9.095 -0.695 0.110
-9.707 -61.158 0.480 -33.676 0.531 -68.977 -59.690 -68.946 -6.162 4.173 5.343 7.397 8.055 9.911 9.518 0.422 -12.065 -5.551 -7.515 -5.719 -4.160 -3.935 0.597 -13.627 -4.127 -8.966 -4.248 -5.514 -2.095 2.758 -9.508 -6.378 0.290 -26.548 -1.299 3.246 1.823 1.479 0.838 0.902 -2.932 -3.551 -3.665 -1.525 -2.703 -0.464 -0.339 7.688 -4.630 -1.468 2.097 -7.036 -4.210 2.666
23.490 -44.084 4.857 -32.216 -2.365 68.768 57.494 -41.361 17.145 0.698 0.563 0.723 0.764 0.887 0.721 33.170 -35.806 31.400 -30.792 25.614 -24.602 21.369 -32.152 33.643 -32.270 29.239 -26.603 23.613 -22.193 22.953 -23.497 25.650 -23.776 5.060 -1.541 -1.469 0.290 -0.533 0.856 -0.290 -27.259 32.095 -27.633 25.844 -23.056 18.923 -16.099 4.898 3.536 2.981 -3.916 5.121 -3.840 2.647
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 RH1 R3 H6 H6 R3 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M8 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M14 M15 M16
D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D136P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D157P D158P D159P
-0.002 0.003 0.459 -1.550 -0.879 -0.542 -0.566 -0.538 -0.430 -0.350 -0.305 -0.258 -0.209 -0.161 -0.116 -0.076 -0.039 -0.018 -0.011 -0.004 18.028 0.058 1.010 -0.690 0.112 1.290 1.008 0.726 0.521 0.364 0.218 0.090 0.023 -269.752 -270.594 -273.721 -274.581 -278.173 -306.193 -236.393 -110.013 -274.812 -235.596 -174.191 -120.328 -56.011 -102.932 -41.612 -45.245 -8.742 -99.299 -276.826 -273.545 -272.870
-0.649 -0.030 -6.742 7.038 -7.078 6.818 -6.820 6.238 -4.325 3.788 -3.747 3.559 -3.516 3.340 -3.276 2.782 -0.759 0.308 -0.171 0.091 3.238 -1.676 1.579 3.972 1.187 -0.006 0.168 -0.491 0.110 0.042 0.092 -0.565 0.037 194.140 193.329 188.965 184.730 182.343 183.729 170.464 83.402 200.570 171.261 120.804 81.287 50.268 90.763 31.187 38.865 6.712 68.904 183.636 185.725 189.782
0.997 0.060 11.746 -12.865 12.306 -12.343 11.874 -11.299 7.501 -6.884 6.506 -6.461 6.112 -6.056 5.703 -5.034 1.293 -0.579 0.280 -0.171 3.697 2.251 -5.461 -13.506 -2.773 0.453 0.085 1.183 0.043 0.139 0.025 1.119 -0.022 -444.412 -445.267 -446.444 -447.857 -450.890 -507.785 -390.527 -190.417 -453.269 -389.730 -287.131 -199.385 -114.204 -199.772 -70.285 -81.677 -17.718 -169.700 -449.522 -446.806 -445.581
0.775 0.050 8.340 -7.882 10.162 -8.569 9.426 -7.800 6.120 -4.821 5.208 -4.576 4.750 -4.348 4.288 -3.658 1.042 -0.488 0.242 -0.146 -16.718 1.171 -6.982 -12.524 -2.583 -1.142 -1.045 0.060 -0.515 -0.253 -0.156 0.745 -0.014 -30.936 -31.763 -33.602 -38.692 -40.276 -75.791 -27.946 -20.068 -29.776 -27.149 -24.640 -20.487 -25.045 -34.811 -5.657 -8.425 -4.925 -21.417 -38.956 -37.676 -32.768
17:07:07 03/17/10
0.544 0.052 9.233 -11.426 8.129 -9.840 8.139 -9.005 5.151 -5.606 4.540 -5.127 4.323 -4.658 4.087 -3.773 0.987 -0.508 0.233 -0.149 23.968 2.019 -1.673 -11.036 -1.647 1.909 1.260 1.694 0.642 0.509 0.245 0.878 0.009 -672.322 -673.194 -676.013 -675.068 -679.640 -734.809 -588.555 -275.809 -686.156 -587.759 -428.217 -293.161 -151.747 -274.478 -102.360 -115.914 -22.602 -244.222 -678.248 -673.997 -675.133
0.040 0.004 0.875 -2.651 -1.486 -0.897 -0.939 -0.894 -0.714 -0.579 -0.500 -0.420 -0.333 -0.251 -0.175 -0.109 -0.054 -0.023 -0.014 -0.005 29.378 0.304 2.536 0.085 0.387 2.167 1.684 1.202 0.859 0.587 0.335 0.128 0.029 -451.234 -452.088 -455.145 -454.175 -458.522 -493.074 -395.297 -183.574 -460.938 -394.500 -289.077 -198.327 -92.515 -172.038 -69.742 -76.817 -13.905 -163.135 -457.155 -453.124 -454.282
-1.110 -0.055 -11.913 12.602 -12.497 12.174 -12.046 11.140 -7.631 6.771 -6.612 6.360 -6.208 5.967 -5.786 4.967 -1.333 0.556 -0.297 0.165 3.110 -2.776 3.546 8.364 2.295 -0.134 0.191 -0.959 0.129 0.015 0.111 -1.035 0.053 372.652 371.854 366.600 361.575 359.369 377.043 327.295 159.937 383.355 328.092 234.844 159.747 96.240 171.969 59.551 72.564 13.541 135.598 360.641 362.554 367.405
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15
D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P
-208.205 -207.339 -175.109 -147.190 -146.272 -121.193 -98.370 -97.504 -101.689 -76.137 -76.055 -54.859 -40.449 -44.298 -45.501 -34.837 -26.273 -18.362 -13.421 -4.350 -0.839 -0.259 -43.901 -34.949 -26.194 -18.315 -13.353 -8.675 -4.279 -0.756 -0.161 9.508 1.166 -52.051 -42.218 -36.388 -33.185 0.614 -9.634 7.201 0.293 10.812 1.087 -50.720 -41.286 8.615 -15.996 13.570 -3.026 3.313 -3.371 2.366 -0.406 -0.720
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17:07:07 03/17/10
-512.636 -511.771 -429.135 -359.558 -358.641 -294.027 -237.092 -236.227 -241.421 -207.697 -178.637 -127.953 -108.840 -110.714 -111.397 -91.268 -68.644 -47.962 -34.728 -11.335 -2.205 -0.531 -102.990 -80.015 -57.903 -41.186 -28.629 -16.930 -6.358 -1.181 -0.191 -0.343 2.093 -100.896 -84.801 -64.369 -59.520 1.540 -21.510 -27.841 -1.375 -7.081 2.065 -108.673 -91.423 -33.076 -28.088 10.825 -0.357 8.617 -7.077 1.041 0.364 -0.448
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281.210 282.075 233.926 195.847 196.765 158.881 126.629 127.495 130.373 132.722 95.323 68.207 69.463 66.160 65.752 57.923 42.915 29.894 21.274 6.299 0.955 0.081 57.439 42.701 28.615 21.049 13.316 6.078 -0.281 -0.121 -0.103 16.825 -0.869 35.581 33.465 18.135 18.229 -0.977 12.410 43.505 3.467 25.628 -0.905 48.686 43.662 52.723 8.447 8.562 -5.057 -4.911 2.589 2.672 -0.652 -0.892
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24
D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P D224P D225P D226P D227P D228P D229P D230P D231P D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P
1.343 -2.691 3.620 -4.570 -5.951 -3.651 29.378 24.803 23.421 23.440 -0.713 14.169 -24.745 3.608 -18.855 -1.428 31.330 26.134 -23.773 10.310 0.437 0.359 0.471 0.469 0.598 0.487 18.550 -20.793 18.176 -17.852 14.771 -14.305 12.184 -17.532 18.695 -18.265 16.521 -15.146 13.475 -12.591 3.205 11.762 -13.563 14.212 -12.191 1.995 -0.849 -1.021 0.199 -0.230 0.794 -0.091 -15.637 17.917
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D24 D268P -14.776 1.019 -2.270 18.170 D24 D269P 13.856 0.646 -1.565 -20.269 D25 D270P -12.765 0.688 -1.548 15.956 D25 D271P 9.903 0.276 -0.728 -14.280 D25 D272P -8.878 0.059 -0.143 11.987 H25 D273P 3.015 -3.266 7.539 2.535 H26 D274P 2.480 1.824 -3.916 -6.525 D26 D275P 1.949 0.386 -0.873 -3.253 D26 D276P -2.163 -1.119 2.303 4.715 D26 D277P 3.771 2.685 -5.572 -9.477 D26 D278P -3.143 2.585 -5.474 -0.569 D26 D279P 1.378 -1.169 2.380 0.173 D26 D280P -0.885 0.129 -0.393 0.683 H28 D281P -0.030 0.001 0.002 0.050 D27 D282P -7.885 0.374 -0.892 9.544 D27 D283P 7.266 0.689 -1.464 -10.860 D27 D284P -7.023 0.435 -0.953 8.485 D27 D285P 6.818 0.285 -0.663 -9.604 D27 D286P -6.845 0.266 -0.628 8.452 D27 D287P 6.456 0.242 -0.574 -9.007 D27 D288P -4.186 0.197 -0.469 5.191 D27 D289P 3.822 0.159 -0.386 -5.478 D27 D290P -3.750 0.130 -0.329 4.699 D28 D291P 3.606 0.103 -0.275 -5.056 D28 D292P -3.510 0.074 -0.219 4.425 D28 D293P 3.373 0.047 -0.166 -4.615 D28 D294P -3.281 0.023 -0.116 4.159 D28 D295P 2.948 0.008 -0.073 -3.939 D28 D296P -0.619 0.001 -0.039 0.833 D28 D297P 0.312 -0.003 -0.018 -0.506 D28 D298P -0.166 -0.003 -0.009 0.233 D28 D299P 0.093 -0.001 -0.003 -0.147 H28 D300P 0.086 -0.704 1.550 1.241 H28 D301P 0.092 -0.477 1.099 0.852 H28 D302P -0.710 -0.333 0.796 1.609 H28 D303P 0.061 -0.229 0.566 0.444 H28 D304P 0.009 -0.138 0.386 0.364 H28 D305P 0.048 -0.056 0.222 0.183 H28 D306P -0.762 -0.006 0.088 1.076 H28 D307P 0.011 0.005 0.022 0.030 M18 D308P 198.201 193.385 -442.440 -670.904 M17 D309P 197.390 192.574 -443.295 -671.775 M16 D310P 194.554 189.813 -448.416 -678.549 M15 D311P 188.822 185.916 -451.309 -679.005 M14 D312P 186.047 186.864 -460.000 -685.961 M8 D317P 174.874 183.283 -506.254 -732.625 M19 D324P 173.513 170.249 -389.565 -587.939 M1 D325P 78.790 82.693 -189.446 -274.386 M19 D326P 205.013 200.052 -451.684 -685.021 M20 D327P 174.310 171.046 -388.768 -587.142 M21 D328P 122.084 120.384 -286.030 -427.463 M22 D329P 80.752 80.709 -198.225 -292.344 M25 D330P 47.453 40.077 -96.256 -150.973 M24 D331P 85.188 78.382 -177.959 -272.437
17:07:07 03/17/10
-21.676 -26.116 1.938 17.821 24.726 1.266 -18.342 -22.580 1.312 13.131 17.656 0.558 -12.207 -15.757 0.115 9.079 4.869 -6.286 0.567 4.592 3.427 1.921 3.512 0.738 -1.221 -3.931 -2.076 1.013 6.920 4.991 -7.782 -5.333 4.840 3.436 2.363 -2.161 -1.295 -1.525 0.276 -0.045 -0.054 0.001 -10.934 -13.939 0.731 8.628 12.971 1.291 -9.941 -12.422 0.823 8.584 12.153 0.551 -9.420 -12.113 0.516 8.123 11.505 0.470 -5.916 -7.401 0.383 4.882 6.817 0.311 -5.210 -6.633 0.259 4.628 6.430 0.209 -4.769 -6.210 0.157 4.352 6.014 0.107 -4.348 -5.807 0.063 3.817 5.252 0.030 -0.899 -1.089 0.012 0.474 0.561 0.002 -0.250 -0.290 -0.002 0.141 0.166 -0.001 1.132 0.069 -1.334 0.836 0.094 -0.918 -0.380 -1.318 -0.648 0.432 0.064 -0.452 0.239 -0.023 -0.285 0.172 0.051 -0.133 -0.928 -1.374 -0.033 0.009 0.012 -0.000 -29.533 379.673 371.121 -30.360 378.875 370.323 -34.053 376.639 368.221 -40.014 369.204 364.043 -47.150 366.236 367.686 -75.725 361.098 376.032 -27.166 332.533 326.737 -20.213 151.848 158.778 -28.628 391.048 382.237 -26.369 333.330 327.534 -23.805 237.013 233.993 -19.637 158.762 158.686 1.306 91.294 78.195 -3.882 162.141 150.054
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M26 M27 M28 M1 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10
D332P D333P D334P D335P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P
30.223 39.848 6.739 65.686 187.341 190.103 195.657 147.233 148.099 121.166 100.089 101.007 79.887 61.795 62.660 62.098 65.327 45.750 33.271 34.942 34.072 35.801 30.780 22.554 15.644 10.991 2.779 0.238 -0.044 30.537 22.283 14.393 10.768 6.520 2.561 -0.993 -0.244 -0.102 8.239 -0.594 14.028 14.465 7.349 8.124 -0.554 7.388 20.277 2.785 12.700 -0.564 22.850 21.004 26.103 4.201
31.526 35.088 4.549 67.309 188.158 187.197 190.916 144.607 145.472 119.466 99.448 100.366 79.844 62.517 63.383 79.324 57.436 58.664 42.451 29.313 34.109 35.981 26.319 18.250 13.007 8.639 0.743 -0.141 -0.144 34.989 26.508 18.362 13.127 8.752 4.662 0.850 -0.043 -0.042 -13.257 -3.642 34.989 29.926 25.682 25.714 -0.702 15.314 -26.281 3.594 -18.366 -1.447 30.004 24.888 -23.898 15.189
-70.935 -74.876 -13.877 -166.982 -458.632 -449.716 -447.009 -341.100 -340.235 -286.948 -241.829 -240.911 -199.091 -161.988 -161.122 -176.831 -132.323 -131.868 -94.766 -68.988 -75.535 -76.405 -58.550 -43.431 -30.481 -21.936 -6.324 -1.118 -0.305 -74.424 -58.634 -43.368 -30.437 -21.873 -13.814 -6.254 -1.034 -0.205 18.480 5.669 -102.780 -83.339 -65.928 -61.537 1.088 -25.052 23.257 -0.941 21.285 2.099 -81.443 -66.370 20.038 -30.542
-102.011 -115.814 -22.617 -242.917 -684.569 -677.325 -677.058 -511.750 -510.884 -428.381 -358.688 -357.770 -293.209 -236.236 -235.371 -238.650 -205.833 -177.300 -127.206 -108.379 -110.423 -111.669 -91.270 -68.699 -47.882 -34.752 -11.357 -2.106 -0.529 -103.049 -79.943 -57.762 -41.161 -28.599 -16.907 -6.232 -1.178 -0.190 -0.430 4.424 -118.622 -98.901 -70.522 -65.753 1.466 -27.144 -23.629 -1.288 -8.292 2.070 -107.655 -90.482 -34.147 -30.079
17:07:07 03/17/10
-7.045 1.707 0.806 -18.754 -45.830 -38.620 -32.840 -27.150 -26.285 -24.723 -22.688 -21.770 -20.503 -19.068 -18.203 -35.484 0.396 -26.975 -19.191 1.822 -5.333 -4.815 1.662 1.695 0.876 0.762 0.858 0.048 -0.052 -10.342 -9.744 -9.100 -5.732 -5.250 -4.761 -4.115 -0.708 -0.191 28.612 3.577 -46.930 -35.654 -33.032 -30.482 0.113 -10.487 54.984 0.929 37.268 0.989 -17.857 -11.535 59.317 -15.518
57.856 74.279 13.590 129.930 367.508 370.398 377.658 285.045 285.910 236.095 195.988 196.906 157.897 123.997 124.862 120.350 124.508 88.998 64.510 66.792 64.695 67.078 57.968 43.137 29.847 21.364 6.333 0.805 0.078 57.668 42.805 28.569 21.116 13.349 6.096 -0.437 -0.123 -0.102 16.048 -0.836 35.096 33.052 18.280 18.410 -0.942 12.281 42.824 3.429 25.685 -0.869 48.460 43.507 52.631 8.457
60.172 65.827 9.699 132.811 368.959 365.237 369.239 280.380 281.246 233.075 194.851 195.769 157.820 125.280 126.145 150.943 110.492 111.935 80.814 56.797 64.761 67.397 50.044 35.493 25.163 17.186 2.719 0.132 -0.100 65.575 50.309 35.618 25.305 17.314 9.827 2.835 0.234 0.003 -22.129 -6.249 72.324 60.512 50.841 49.651 -1.206 26.360 -39.864 4.865 -29.490 -2.438 61.166 50.406 -36.173 27.973
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24
D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P
4.310 -2.786 -2.705 1.170 1.323 -0.440 -0.495 -1.735 -1.416 4.382 3.977 6.787 -0.536 14.411 14.866 7.606 8.241 -0.691 7.417 20.038 2.931 12.687 -0.594 23.004 21.100 26.039 6.847 -1.662 -2.139 -3.021 -3.366 -4.151 -4.232 0.625 5.703 1.800 3.755 1.675 2.358 0.822 0.393 4.796 2.599 2.927 2.484 1.496 1.479 -11.342 0.318 3.465 3.425 -1.700 11.381 0.085
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M8
D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D498P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M5 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5
D501P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P
228.422 230.143 164.702 88.078 196.253 165.499 117.589 80.456 42.989 84.224 32.520 34.069 4.566 70.309 190.229 183.540 183.571 185.741 140.872 141.738 116.671 97.764 98.682 79.591 63.302 64.167 85.073 62.136 62.631 44.660 30.914 34.847 35.424 26.552 18.280 13.061 8.668 0.745 -0.143 -0.144 35.116 26.642 18.436 13.184 8.793 4.687 0.857 -0.044 -0.043 -13.803 -3.111 36.101 31.409 29.905
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20
D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D21 D21 D22 D22 RH1 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28
D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P
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17:07:07 03/17/10
-19.463 21.496 -16.268 17.261 -15.979 -18.601 23.857 -16.873 17.083 11.412 2.204 0.117 -0.899 -0.214 -1.252 -0.030 22.350 -23.940 22.253 -19.052 19.007 -14.293 12.425 -7.932 0.120 -1.342 1.442 -0.050 5.877 -3.535 0.629 0.048 8.614 -8.479 9.904 -8.847 9.274 -8.188 5.838 -4.966 5.137 -4.692 4.706 -4.412 4.294 -3.860 0.872 -0.490 0.239 -0.145 -0.638 -0.660 0.529 -0.318
-30.153 25.441 -23.988 21.495 3.650 -23.937 24.525 -29.357 25.443 -10.155 1.838 2.360 -0.056 0.689 -1.167 0.628 28.270 -34.363 27.573 -26.849 24.107 -19.731 16.569 -3.846 -3.118 -2.577 4.083 -4.765 2.479 -2.607 0.510 0.057 10.094 -12.576 12.456 -12.527 11.943 -11.543 7.329 -6.908 6.559 -6.493 6.148 -6.074 5.753 -5.295 1.062 -0.577 0.279 -0.170 0.621 0.079 1.468 0.050
-5.904 -2.640 -3.507 -1.732 28.802 1.393 -8.539 -6.858 2.290 -27.554 -0.689 2.521 1.228 1.129 0.625 0.875 -3.120 -3.164 -1.967 -1.876 -1.246 -1.059 -0.057 7.513 -3.546 -0.644 2.300 -5.069 -5.881 2.278 -0.580 0.002 -1.583 -1.358 -0.922 -0.712 -0.639 -0.561 -0.467 -0.389 -0.330 -0.274 -0.219 -0.166 -0.117 -0.073 -0.039 -0.018 -0.009 -0.003 1.639 1.097 0.796 0.566
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M8 M5 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27
D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D679P D682P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P
0.092 0.040 0.817 0.010 -259.893 -260.735 -265.928 -268.656 -275.682 -297.805 -322.383 -427.583 -470.251 -227.901 -117.884 -265.808 -227.105 -169.823 -120.073 -70.553 -123.316 -42.622 -47.271 -10.917 -105.009 -295.419 -274.335 -267.150 -264.606 -201.640 -200.774 -170.741 -144.770 -143.852 -120.939 -100.141 -99.275 -97.027 -94.911 -71.974 -50.778 -49.915 -46.162 -43.649 -39.473 -30.438 -20.974 -15.737 -6.383 -1.223 -0.360 -39.249 -30.645 -22.132
0.240 0.144 0.062 0.017 -264.640 -265.482 -270.784 -271.454 -274.924 -294.115 -313.943 -420.202 -463.912 -233.623 -114.668 -270.279 -232.826 -173.002 -120.897 -59.036 -107.855 -42.586 -43.834 -8.726 -102.574 -291.728 -273.577 -269.948 -269.462 -205.806 -204.941 -173.920 -147.009 -146.091 -121.763 -99.878 -99.012 -106.845 -80.651 -79.731 -57.042 -41.984 -45.113 -44.785 -34.858 -26.177 -18.326 -13.388 -4.348 -0.845 -0.260 -43.816 -34.838 -26.109
-0.285 -0.133 -0.033 -0.000 371.002 370.204 369.665 360.959 360.203 374.752 375.906 465.725 496.830 327.738 161.080 383.648 328.535 235.041 159.840 79.776 152.810 60.694 65.296 9.700 134.740 376.645 361.475 362.153 370.683 281.250 282.115 234.123 195.892 196.810 158.975 126.434 127.300 153.815 112.928 113.930 81.941 57.641 65.168 67.040 50.104 35.476 25.168 17.185 2.719 0.132 -0.100 65.539 50.320 35.616
-0.263 -0.095 -1.021 -0.009 587.196 586.414 588.152 580.078 584.948 614.287 623.533 773.851 822.016 514.969 255.557 605.489 515.766 370.518 253.117 140.001 257.775 93.588 104.349 18.441 216.162 616.043 586.196 581.185 589.085 443.478 444.344 369.600 309.340 310.258 252.251 202.147 203.012 225.595 194.924 166.327 118.326 99.923 101.486 101.049 83.032 60.684 42.583 29.997 7.752 1.120 0.125 94.042 71.664 50.001
17:07:07 03/17/10
-0.138 -0.084 0.983 0.013 -29.669 -30.495 -33.982 -40.052 -47.112 -57.795 -76.150 -111.622 -119.851 -24.189 -18.941 -28.826 -23.392 -21.884 -18.580 -24.161 -33.256 -5.302 -9.110 -4.983 -20.046 -55.586 -45.792 -38.658 -32.770 -24.852 -23.987 -22.802 -20.469 -19.551 -19.446 -18.605 -17.739 0.928 -29.613 0.977 1.803 -16.523 -6.686 -3.099 -10.349 -9.580 -6.206 -5.508 -4.462 -1.034 -0.353 1.600 1.390 1.359
0.124 0.037 1.430 0.010 -433.909 -434.763 -441.204 -443.282 -453.825 -487.657 -521.795 -681.125 -743.068 -380.395 -197.454 -445.149 -379.598 -281.427 -197.912 -118.289 -208.171 -71.520 -80.447 -17.768 -173.232 -485.132 -452.458 -441.689 -439.797 -334.566 -333.701 -282.345 -238.891 -237.973 -198.778 -163.607 -162.742 -162.264 -160.082 -120.084 -84.766 -83.917 -77.804 -74.029 -66.805 -50.979 -35.187 -26.107 -9.937 -1.790 -0.483 -66.275 -51.198 -36.300
0.386 0.222 0.088 0.022 -442.339 -443.194 -449.828 -448.251 -452.479 -481.102 -506.806 -668.017 -731.810 -390.557 -191.743 -453.089 -389.760 -287.073 -199.376 -97.835 -180.711 -71.456 -74.343 -13.877 -168.908 -478.578 -451.111 -446.658 -448.421 -341.966 -341.101 -287.990 -242.867 -241.949 -200.241 -163.140 -162.275 -179.700 -134.756 -133.860 -95.891 -69.831 -75.940 -76.046 -58.609 -43.413 -30.485 -21.934 -6.323 -1.118 -0.305 -74.386 -58.643 -43.365
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6
D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D764P D765P D766P D767P D768P D769P D770P
-15.902 -11.079 -6.548 -2.426 -0.555 -0.101 -11.598 10.343 8.095 -13.172 0.314 0.136 0.262 0.314 0.136 0.262 -1.287 -0.728 -1.071 -1.287 -0.728 -1.071 -0.784 0.244 -3.269 -1.870 -1.913 -4.509 2.404 1.009 1.387 -3.740 -2.926 -2.924 -3.480 1.530
-18.259 -13.311 -8.649 -4.268 -0.757 -0.160 -13.131 -12.327 9.584 8.762 0.314 0.136 0.262 -1.287 -0.728 -1.071 -1.287 -0.728 -1.071 0.314 0.136 0.262 -2.873 -1.873 -1.878 -3.274 2.565 -1.019 -1.137 -3.503 -2.919 -2.932 -3.692 1.364 1.014 1.005
25.306 17.314 9.827 2.835 0.234 0.003 18.276 16.632 -22.057 -20.811 -1.908 -1.063 -1.588 0.935 0.471 0.779 0.935 0.471 0.779 -1.908 -1.063 -1.588 1.427 -0.344 -0.363 2.112 -10.269 -2.537 -2.671 3.576 2.534 2.526 3.873 -5.075 -4.447 -4.444
36.031 24.038 12.920 2.814 0.378 -0.012 28.452 -3.986 -31.317 -0.640 -2.572 -1.426 -2.166 -0.487 -0.296 -0.404 1.598 0.835 1.357 -0.487 -0.296 -0.404 -0.009 -2.645 1.923 1.916 -8.419 0.786 -6.597 -0.203 -1.441 5.356 5.275 -1.399 -0.247 -6.907
17:07:07 03/17/10
0.599 0.691 0.775 0.697 -0.092 -0.011 -0.556 28.860 -4.049 -32.367 -0.487 -0.296 -0.404 1.598 0.835 1.357 -0.487 -0.296 -0.404 -2.572 -1.426 -2.166 1.433 1.476 -3.125 0.472 -9.909 -5.384 1.736 5.071 4.823 -1.991 0.005 -6.710 -6.958 -0.298
-26.251 -17.907 -10.083 -2.981 -0.676 -0.100 -19.188 19.839 15.785 -21.927 0.935 0.471 0.779 0.935 0.471 0.779 -1.908 -1.063 -1.588 -1.908 -1.063 -1.588 -0.367 1.459 -4.771 -2.288 -2.182 -6.794 5.580 2.531 3.205 -5.893 -4.448 -4.451 -5.441 3.460
-30.437 -21.872 -13.813 -6.254 -1.034 -0.205 -21.910 -20.423 18.429 17.028 0.935 0.471 0.779 -1.909 -1.063 -1.588 -1.908 -1.063 -1.588 0.935 0.471 0.779 -4.076 -2.300 -2.301 -4.780 5.771 -0.595 -0.708 -5.482 -4.444 -4.457 -5.807 3.164 2.540 2.528
*** Analysis Results for Load Case No. 1 "COMBO 1-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ----------------------------------------------------------------------------------------------D0Z93P 0.648 0 -0.007296 0.0000 0.0000 0.0000 0.648 -1.325 93.33 D1Z93P 0.6476 -0.003857 -0.02972 -0.0063 1.0341 0.1807 1.973 -1.329 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.0006117 -1000 107.7 0.0000 0.0000 0.0000 -3.523 -1007 116.2 D4Z13P 0.005202 210.6 -14.16 0.0000 0.0000 0.0000 0.005202 203.9 -0.8167 D5Z19P 0.0184 0.009677 0.01258 0.0193 0.1003 0.0282 -6.322 -6.331 18.75 D6Z26P 0.0368 -864 58.09 0.0000 0.0000 0.0000 -2.496 -869.8 84.38
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D7Z31P D8Z26P D9Z13P D10Z31P D11Z36P D12Z45P D13Z45P D14Z50P D15Z55P D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P
0.05716 0.03711 0.008871 0.0579 0.082 0.1212 0.1211 0.1608 0.2 0.3174 0.3154 0.2012 0.3957 0.3973 0.4709 0.4693 0.5326 0.5317 0.5877 0.587 0.6477 0.161 0 -0.00317 0.02102 0.03446 0.03453 0.008442 0.05726 0.08352 0.1192 0.1191 0.161 1.065 1.065 0.9886 0.9886 0.9147 0.9147 0.8432 0.8432 0.7745 0.7746 0.7098 0.7098 0.6786 0.7417 0.8084 0.8787 0.9513 1.026 1.103 0.6785 0.7415
249.9 -0.002748 0.0017 0.0009106 0.006914 -0.004686 -1000 168.5 0.007657 -0.01134 0.009726 -0.008787 -0.003863 0.003898 -0.007845 0.006892 0.003935 -0.003973 -0.006906 0.006292 0.003741 0.002292 0 1000 -0.01264 864 0.004143 -0.0014 -0.0007586 -0.008316 0.006709 1000 -0.002226 0.0002706 -0.0004757 0.0009544 -0.001043 0.001535 -0.001665 0.002174 -0.002308 0.002897 -0.003058 0.003534 -0.003708 0.00417 -0.004564 0.002912 -0.002749 0.001567 -0.001175 0.0002182 -0.004306 0.004201
-16.81 0.01748 0.009396 0.01941 0.02105 0.02384 89.65 -11.33 0.02399 -0.03526 0.02343 -0.03426 -0.03538 0.02244 -0.03382 0.02059 0.01897 -0.03284 -0.03121 0.01718 0.01531 0.02398 0 -107.7 -0.01657 -58.1 -0.02372 -0.01262 -0.02646 -0.02875 -0.03319 -89.66 -0.03383 0.02237 -0.0379 0.02167 -0.03707 0.0208 -0.03605 0.01976 -0.03482 0.0185 -0.03337 0.01703 -0.03168 0.01624 -0.03258 0.01919 -0.03549 0.02128 -0.03753 0.02268 -0.03078 0.01782
0.0000 0.0499 -0.1289 -0.0899 0.0140 0.0233 0.0000 0.0000 0.0078 0.0198 -0.0584 -0.0167 -0.0240 0.0633 -0.0314 0.0063 0.0055 -0.0047 -0.0200 0.0199 0.0021 -0.0948 0.0000 0.0000 -0.0215 0.0000 -0.0678 0.1732 0.1168 -0.0215 -0.0306 0.0000 0.1191 0.0143 -0.0139 0.0103 -0.0102 0.0194 -0.0216 0.0057 -0.0039 0.0280 -0.0324 -0.0049 0.0106 0.0061 -0.0114 0.0103 -0.0103 0.0077 -0.0087 0.0105 -0.0049 0.0107
17:07:07 03/17/10
0.0000 0.1966 0.1186 0.2705 0.2622 0.3544 0.0000 0.0000 0.6819 0.3185 0.4324 0.6737 0.7349 0.5925 0.7328 0.7910 0.8161 0.8322 0.8834 0.8544 1.0390 0.3776 0.0000 0.0000 0.0941 0.0000 0.1827 0.1628 0.3104 0.2616 0.3496 0.0000 0.4099 1.3279 1.3251 1.2942 1.2945 1.2566 1.2552 1.2100 1.2115 1.1570 1.1534 1.0818 1.0874 1.0745 1.1163 1.1856 1.2343 1.2754 1.3127 1.3267 1.0766 1.1166
0.0000 0.0343 0.0265 0.0485 0.0517 0.0609 0.0000 0.0000 0.0607 0.1624 0.1064 0.1020 0.1513 0.1018 0.1670 0.1038 0.1110 0.1743 0.1798 0.1147 0.1107 0.0785 0.0000 0.0000 0.0425 0.0000 0.0537 0.0365 0.0711 0.0785 0.0941 0.0000 0.1156 0.1338 0.2049 0.1299 0.2009 0.1261 0.1968 0.1222 0.1928 0.1184 0.1888 0.1145 0.1847 0.1126 0.1867 0.1203 0.1948 0.1280 0.2029 0.1357 0.1827 0.1165
0.05716 -5.796 -6.694 -5.436 -5.076 -4.482 -2.262 0.1608 -3.683 3.349 -2.716 4.084 2.93 -2.136 2.603 -1.663 -1.294 2.358 2.164 -0.9894 -0.6773 -4.054 7.6 3.519 6.361 2.567 5.867 6.712 5.552 5.242 4.722 2.502 4.376 -0.2604 2.39 -0.3364 2.314 -0.4103 2.24 -0.4818 2.168 -0.5505 2.1 -0.6152 2.035 -0.6464 2.067 -0.5166 2.204 -0.3737 2.351 -0.2219 2.004 -0.5835
244.4 -5.836 -6.701 -5.493 -5.151 -4.608 -1005 164.3 -3.875 -3.043 -3.022 -3.892 -2.538 -2.53 -2.14 -2.126 -1.823 -1.831 -1.583 -1.57 -1.321 -4.212 -7.6 993 -6.353 858.2 -5.829 -6.705 -5.495 -5.166 -4.596 995.4 -4.217 -1.325 -1.325 -1.324 -1.326 -1.323 -1.327 -1.323 -1.327 -1.322 -1.328 -1.321 -1.329 -1.321 -1.33 -1.322 -1.328 -1.323 -1.326 -1.325 -1.329 -1.321
14.51 26.3 13.35 31.34 36.34 44.6 134.2 39.02 55.31 67.92 67.98 55.25 75.32 75.38 81.29 81.35 85.89 85.84 89.56 89.61 93.35 50.38 0 -99.07 18.72 -31.82 26.26 13.33 31.29 36.29 44.54 -45.09 50.32 113.3 113.2 110 109.9 106.6 106.6 103.3 103.3 100 99.95 96.68 96.63 95.02 98.29 101.7 104.9 108.3 111.6 114.9 94.97 98.34
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P
0.8085 -0.003096 0.8785 0.002493 0.9514 -0.001733 1.026 0.0009846 1.103 -0.0003492 1.149 3.121e-006 1.173 -0.0006919 1.173 0.0006832 1.149 -0.0001265 1.209 -0.0001653 1.209 0.0009821 1.246 -0.0003521 1.246 0.0007424 1.284 -0.0003496 1.284 0.0008844 1.321 -0.0005411 1.321 0.0007527 1.36 -0.0005386 1.36 0.0008499 1.398 -0.0006924 1.398 0.000731 1.437 0.0005937 1.437 -0.0006765 1.519 -0.001235 1.519 0.001042 1.464 0.0007249 1.491 -0.0008245 1.491 0.0006266 1.464 -0.0008548 1.834 0.0005608 1.834 -0.001366 1.535 0.001022 1.552 -0.0009587 1.569 0.0006263 1.586 -0.0007735 1.603 0.0003926 1.621 -0.0005824 1.638 0.000117 1.656 -0.0003918 1.673 -0.0001494 1.691 -0.0002013 1.709 -0.0004188 1.727 -1.078e-005 1.745 -0.000688 1.762 0.0001799 1.78 -0.0009586 1.798 0.0003704 1.816 -0.00123 0.6185 0.004736 0.5619 0.005486 0.5039 0.005462 0.4343 0.005068 0.3626 0.009967 0.2957 0.002941
-0.03416 0.02033 -0.03661 0.02206 -0.03827 -0.02927 0.009023 -0.02481 0.01359 0.009313 -0.02517 0.009604 -0.02546 0.009819 -0.02574 0.01003 -0.02595 0.01019 -0.02615 0.01034 -0.0263 -0.02645 0.01045 0.002091 -0.01816 -0.02372 0.004917 -0.02095 0.007721 0.003102 -0.01934 -0.01836 0.002409 -0.01867 0.002653 -0.01891 0.002828 -0.01907 0.002952 -0.0192 0.003037 -0.01928 0.003086 -0.01932 0.003101 -0.01933 0.003103 -0.01934 0.01627 0.01798 0.01967 0.02161 0.02248 0.02198
-0.0104 0.0103 -0.0082 0.0116 -0.0213 -0.0926 0.0283 -0.0608 0.0711 -0.0196 0.0132 0.0098 -0.0001 0.0022 -0.0007 0.0045 0.0017 0.0027 -0.0020 0.0030 0.0091 -0.0039 0.0019 -0.0040 -0.0216 -0.0305 0.0368 -0.0425 0.0225 -0.0099 0.0141 0.0191 -0.0066 0.0124 -0.0080 0.0141 -0.0086 0.0138 -0.0088 0.0139 -0.0089 0.0139 -0.0090 0.0139 -0.0095 0.0140 -0.0098 0.0140 0.0660 -0.0440 0.0673 -0.0476 0.0903 -0.0067
17:07:07 03/17/10
1.1856 1.2343 1.2759 1.3126 1.3371 1.3441 1.4132 1.4184 1.3345 1.4881 1.4944 1.5047 1.5016 1.5165 1.5162 1.5395 1.5388 1.5515 1.5519 1.5588 1.5566 1.5614 1.5662 1.6756 1.6845 1.5728 1.5882 1.5908 1.5508 1.8369 1.8371 1.7183 1.7403 1.7609 1.7807 1.7986 1.8057 1.8104 1.8211 1.8299 1.8363 1.8412 1.8454 1.8486 1.8426 1.8360 1.8368 1.8371 0.9373 0.8471 0.7975 0.7044 0.6866 0.4135
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.4946 0.002371 0.4268 0.001773 0.345 -0.00061 0.29 0.00228 605.6 0.004059 1000 0.005917 1000 -9.849e-005 864 0.003756 1000 0.0007847 1000 0.008112 1000 0.002109 1000 -0.006474 864 -0.00281 1000 -0.004702 1.535 -0.0009826 1.569 -0.000805 1.603 -0.0006333 1.638 -0.0004553 1.673 -0.0002747 1.709 -9.351e-005 1.745 8.812e-005 1.78 0.0002753 1.816 0.0004654
0.02021 0.02192 0.02358 0.0219 0.01614 -107.7 -111.5 -58.07 -133 -89.62 -108.3 -107.7 -58.07 -89.62 0.00225 0.002531 0.002741 0.00289 0.002994 0.003061 0.003093 0.003102 0.003102
-0.0705 0.0327 -0.0892 0.0061 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0186 -0.0107 -0.0106 -0.0104 -0.0103 -0.0103 -0.0101 -0.0099 -0.0098
17:07:07 03/17/10
0.7940 0.6996 0.6994 0.4349 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7138 1.7606 1.7969 1.8122 1.8300 1.8411 1.8468 1.8378 1.8373
-0.1386 -0.1397 -0.1160 -0.1177 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1249 0.1249 0.1249 0.1248 0.1248 0.1248 0.1248 0.1248 0.1248
-1.473 1.97 -1.889 2.318 -2.415 2.76 -3.115 3.407 604.3 0.004059 993 3.528 993.3 -9.849e-005 858.2 2.537 994.5 0.0007847 995.4 2.391 995.8 0.002109 993 -3.529 858.2 -2.536 995.4 -2.388 1.185 -0.351 1.219 -0.3508 1.253 -0.3506 1.288 -0.3505 1.323 -0.3503 1.359 -0.3501 1.395 -0.3499 1.43 -0.3497 1.466 -0.3495
83.8 78.62 72.01 62.42 93.35 -99.06 -98.12 -31.79 -101.6 -45.04 -57.93 -99.06 -31.78 -45.04 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "COMBO 1-1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D2Z0P -114.56 0.0 -89.75 0.0 -1002.65 0.0 0.0 1013.15 0.0 -2.07 0.0 0.5 0.0 0.01 0.0 0.0 D29Z0P -149.64 0.0 122.52 0.0 1336.47 0.0 0.0 1350.40 0.0 2.67 0.0 1.1 0.0 -0.03 0.0 0.0 D153Z0P -147.05 0.0 -119.96 0.0 1298.65 0.0 0.0 1312.45 0.0 -2.59 0.0 0.9 0.0 -0.02 0.0 0.0 D228Z0P -113.06 0.0 87.19 0.0 -964.36 0.0 0.0 974.87 0.0 2.00 0.0 0.2 0.0 0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------------D0Z93P 0.6056 0.0000 -0.9563 -0.6050 -0.0000 0.9563 0.6480 0.0000 -0.0073 D1Z93P 1.2782 0.0000 -1.9526 -1.2775 -0.0000 1.9526 0.6476 -0.0039 -0.0297 D2Z0P 1.7632 0.0000 -2.9973 112.7972 89.7511 1005.6454 0.0000 0.0000 0.0000 D3Z9P 3.2170 0.0000 -6.1434 -3.2170 -1.6013 6.2511 -0.0006 -1000.0000 107.6580 D4Z13P 1.4538 0.0000 -3.1461 -1.4538 0.2106 3.1320 0.0052 210.5652 -14.1567 D5Z19P 9.7016 0.0000 -9.8227 -9.7016 0.0000 9.8227 0.0184 0.0097 0.0126 D6Z26P 1.7359 0.0000 -3.7345 -1.7358 -0.8640 3.7925 0.0368 -864.0133 58.0944 D7Z31P 1.7359 0.0000 -3.7345 -1.7358 0.2499 3.7176 0.0572 249.9407 -16.8067 D8Z26P 8.3408 0.0000 -6.6766 -8.3407 -0.0000 6.6766 0.0371 -0.0027 0.0175 D9Z13P 3.1319 0.0000 -4.6437 -3.1319 0.0000 4.6437 0.0089 0.0017 0.0094 D10Z31P 12.2993 0.0000 -8.5345 -12.2993 0.0000 8.5345 0.0579 0.0009 0.0194 D11Z36P 4.4216 0.0000 -6.7415 -4.4215 0.0000 6.7415 0.0820 0.0069 0.0211
Helman O. Mozo
Page
Job
148 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D12Z45P D13Z45P D14Z50P D15Z55P D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P
2.6788 2.6788 1.4491 4.1793 10.2104 10.2104 9.9119 2.6324 8.7491 2.0041 2.0041 1.5665 1.5665 1.3723 1.3723 1.2782 1.4491 1.7632 3.2170 3.1897 1.7359 1.7359 1.4538 1.7359 2.9656 2.6788 2.6788 1.4491 0.6787 0.6787 0.6745 0.6745 0.6963 0.6963 0.6916 0.6916 0.6611 0.6611 0.6056 0.6056 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822
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-5.1050 -2.6787 -0.0000 5.1051 -5.1050 -2.6787 -1.3333 5.1947 -2.5180 -1.4490 0.1685 2.5067 -6.6717 -4.1791 0.0000 6.6717 -6.8162 -10.2101 -0.0000 6.8162 -6.8162 -10.2101 0.0000 6.8162 -7.1277 -9.9117 -0.0000 7.1277 -3.7979 -2.6320 -0.0000 3.7979 -4.2539 -8.7487 0.0000 4.2539 -2.8153 -2.0036 -0.0000 2.8153 -2.8153 -2.0036 0.0000 2.8154 -2.2294 -1.5660 0.0000 2.2295 -2.2294 -1.5660 -0.0000 2.2294 -2.0018 -1.3718 -0.0000 2.0018 -2.0018 -1.3718 0.0000 2.0019 -1.9526 -1.2775 0.0000 1.9526 -2.5180 -1.4490 0.0000 2.5180 -2.9973 147.8752 -122.5243 -1333.4773 -6.1434 -3.2170 1.6013 6.0358 -6.8806 -3.1897 -0.0000 6.8806 -3.7345 -1.7358 0.8640 3.6763 -3.7345 -1.7358 0.0000 3.7344 -3.1461 -1.4538 -0.0000 3.1461 -3.7345 -1.7358 -0.0000 3.7344 -6.3215 -2.9655 -0.0000 6.3214 -5.1050 -2.6787 0.0000 5.1050 -5.1050 -2.6787 1.3333 5.0154 -2.5180 -1.4490 -0.0000 2.5180 -1.0386 -0.6776 0.0000 1.0386 -1.0386 -0.6776 -0.0000 1.0385 -1.0386 -0.6735 0.0000 1.0386 -1.0386 -0.6735 -0.0000 1.0385 -1.1014 -0.6953 0.0000 1.1015 -1.1014 -0.6953 -0.0000 1.1014 -1.1014 -0.6908 0.0000 1.1015 -1.1014 -0.6908 -0.0000 1.1014 -1.0386 -0.6603 0.0000 1.0386 -1.0386 -0.6603 -0.0000 1.0385 -0.9563 -0.6049 0.0000 0.9563 -0.9563 -0.6049 -0.0000 0.9562 -0.9563 -0.6050 0.0000 0.9563 -1.9948 -1.2660 -0.0000 1.9948 -2.1400 -1.3519 0.0000 2.1400 -3.7869 -3.1963 -0.0000 3.7869 -2.1400 -1.3698 0.0000 2.1400 -2.0771 -1.3521 -0.0000 2.0771 -2.0129 -1.2811 0.0000 2.0129 -0.9563 -0.6050 -0.0000 0.9562 -1.9948 -1.2660 0.0000 1.9948 -2.1400 -1.3519 -0.0000 2.1400 -3.7869 -3.1963 0.0000 3.7869 -2.1400 -1.3698 -0.0000 2.1400 -2.0771 -1.3521 0.0000 2.0771 -2.0129 -1.2811 -0.0000 2.0128
17:07:07 03/17/10
0.1212 -0.0047 0.0238 0.1211 -1000.0000 89.6512 0.1608 168.5265 -11.3346 0.2000 0.0077 0.0240 0.3174 -0.0113 -0.0353 0.3154 0.0097 0.0234 0.2012 -0.0088 -0.0343 0.3957 -0.0039 -0.0354 0.3973 0.0039 0.0224 0.4709 -0.0078 -0.0338 0.4693 0.0069 0.0206 0.5326 0.0039 0.0190 0.5317 -0.0040 -0.0328 0.5877 -0.0069 -0.0312 0.5870 0.0063 0.0172 0.6477 0.0037 0.0153 0.1610 0.0023 0.0240 0.0000 0.0000 0.0000 -0.0032 1000.0000 -107.6600 0.0210 -0.0126 -0.0166 0.0345 864.0151 -58.1015 0.0345 0.0041 -0.0237 0.0084 -0.0014 -0.0126 0.0573 -0.0008 -0.0265 0.0835 -0.0083 -0.0287 0.1192 0.0067 -0.0332 0.1191 1000.0000 -89.6607 0.1610 -0.0022 -0.0338 1.0646 0.0003 0.0224 1.0646 -0.0005 -0.0379 0.9886 0.0010 0.0217 0.9886 -0.0010 -0.0371 0.9147 0.0015 0.0208 0.9147 -0.0017 -0.0360 0.8432 0.0022 0.0198 0.8432 -0.0023 -0.0348 0.7745 0.0029 0.0185 0.7746 -0.0031 -0.0334 0.7098 0.0035 0.0170 0.7098 -0.0037 -0.0317 0.6786 0.0042 0.0162 0.7417 -0.0046 -0.0326 0.8084 0.0029 0.0192 0.8787 -0.0027 -0.0355 0.9513 0.0016 0.0213 1.0264 -0.0012 -0.0375 1.1031 0.0002 0.0227 0.6785 -0.0043 -0.0308 0.7415 0.0042 0.0178 0.8085 -0.0031 -0.0342 0.8785 0.0025 0.0203 0.9514 -0.0017 -0.0366 1.0263 0.0010 0.0221 1.1032 -0.0003 -0.0383
Helman O. Mozo
Page
Job
149 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P
0.6035 0.8886 0.8886 0.6035 0.5708 0.5708 3.6161 3.6161 0.5736 0.5736 0.5669 0.5669 3.6264 3.6264 0.5615 0.5615 0.5244 0.5244 0.3342 0.3342 0.2434 0.2434 0.2434 0.2434 0.0977 0.0977 0.0908 0.1818 0.0910 0.1821 0.0911 3.0405 0.0913 0.1827 0.0914 0.1830 0.0916 0.1834 0.0918 3.0614 0.0919 0.1897 0.0977 0.6725 4.6444 4.7718 1.1374 7.5531 8.6094 3.2170 3.2170 0.1818 0.1821 3.0405
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
150 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P
0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 0.6998 0.8667 1.1374 1.4950 8.6094 0.6056 1.2782 3.2170 1.4538 1.7359 1.7359 2.6788 1.4491 10.2104 4.1793 2.6324 2.0041 1.5665 1.3723 3.2170 8.7790 1.7632 3.1897 1.7359 1.7359 1.4538 2.8017 2.9656 2.6788 2.6788 2.6125 0.6787 0.6745 0.6963 0.6916 0.6611 0.6056 1.2668 3.1972 1.3532 0.6056 1.3527 1.3707 1.2822 0.6035 0.8886 0.5708 3.6161
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17:07:07 03/17/10
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Helman O. Mozo
Page
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151 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P
2.9656 2.6788 2.6788 1.4491 0.6787 0.6745 0.6963 0.6916 0.6611 0.6056 1.2668 3.1972 1.3532 0.6056 1.3527 1.3707 1.2822 0.6035 0.8886 0.5708 3.6161 0.5736 0.5669 3.6264 0.5615 0.5244 0.3342 0.2434 0.2434 0.0977 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.4950 8.6094 0.6056
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17:07:07 03/17/10
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0.0206 0.0236 89.6513 0.0238 0.0229 0.0222 0.0213 0.0203 0.0190 0.0175 0.0183 0.0208 0.0226 0.0168 0.0197 0.0218 0.0232 0.0138 0.0091 0.0094 0.0097 0.0099 0.0101 0.0103 0.0104 0.0105 0.0020 0.0077 0.0048 0.0030 0.0021 0.0024 0.0026 0.0028 0.0029 0.0029 0.0030 0.0030 0.0030 0.0023 0.0025 0.0027 0.0028 0.0029 0.0030 0.0030 0.0030 0.0168 0.0185 0.0202 0.0219 0.0236 0.0219 0.0161
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
3.2170 1.4538 1.7359 1.7359 2.6788 1.4491 3.2170 1.7359 2.6788 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
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-1.6158 0.2040 -0.8718 0.2421 -1.3454 0.1620 -1.6158 -0.8718 -1.3454 -0.0893 -0.0894 -0.0895 -0.0896 -0.0898 -0.0899 -0.0900 -0.0901 -0.0959
17:07:07 03/17/10
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6.0358 3.0347 3.6764 3.6015 5.0154 2.4097 6.0358 3.6764 5.0154 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ---------------------------------------------------------------------D127P 134.84 -5525.64 -766.25 1551.68 1863.87 -2316.31 639.77 D128P 134.84 -1551.67 -1863.86 -2403.49 4139.57 -1937.64 1114.88 D129P 134.83 92.45 -1055.39 3381.67 -1526.31 1732.12 -1287.18 D130P 134.82 -765.18 -392.49 -1073.66 4140.47 -746.94 1522.43 D131P 134.82 663.29 262.79 1940.13 -2876.75 799.48 -802.72 D132P 134.81 -771.73 -2142.92 2788.21 12427.36 498.03 2540.03 D133P 134.81 -2788.20 -12427.36 -4435.52 -15569.33 -1294.66 -5017.67 D134P 134.80 1259.74 -1252.46 2897.71 -11175.11 839.51 -2509.49 D135P 134.80 1259.75 1252.47 3548.75 -693.57 828.18 96.26 D136P 134.80 -3548.74 693.58 -2946.85 2095.61 -783.34 336.36 D137P 134.79 2946.86 -2095.61 589.78 61.30 704.15 -405.03 D138P 134.79 -589.77 -61.30 3318.67 -1494.35 539.55 -307.58 D139P 134.79 -3318.66 1494.35 -2965.17 3645.93 -828.56 677.78 D140P 134.79 2965.17 -3645.93 -111.97 -818.08 526.49 -823.72 D141P 134.79 111.97 818.08 3327.97 -573.26 720.95 51.31 D142P 134.79 -3327.97 573.26 -2641.11 1126.61 -691.77 197.00 D143P 61.72 -3283.56 19.86 -4124.61 1149.92 -4462.76 704.68 D144P 699.70 956.23 1878.22 7305.19 -2560.92 7806.89 -645.14 D145P 61.71 3358.80 -4455.65 3283.56 -19.88 3989.41 -2688.00 D146P 61.72 4124.61 -1149.94 5312.76 1880.99 5685.16 440.39 D147P 61.73 3344.06 -1352.41 3692.23 1028.40 4238.73 -195.18 D148P 61.75 2250.95 -957.55 2167.43 947.42 2661.67 -6.10 D149P -53.27 -422.88 -182.40 -594.16 1098.14 -715.87 644.56 D150P -53.29 -117.78 -367.75 3288.70 7042.41 2231.92 4698.10 D151P 45.88 359.62 618.74 282.57 206.72 638.24 820.39 D152P -0.07 386.49 -794.67 -144.42 190.47 436.61 -1089.74 D153P -0.03 -0.39 -83.60 0.07 59.82 -0.57 -42.89 D154P 699.69 956.25 -1878.21 -967.81 2154.16 -5.46 130.39 D155P 134.80 -2897.72 11175.12 -4435.53 15569.34 -1025.98 3741.78
1000.0000 1000.0000 864.0458 1000.0000 1000.0000 1000.0000 1000.0000 864.0473 1000.0000 1.5350 1.5687 1.6031 1.6381 1.6733 1.7088 1.7445 1.7802 1.8158
0.0059 -0.0001 0.0038 0.0008 0.0081 0.0021 -0.0065 -0.0028 -0.0047 -0.0010 -0.0008 -0.0006 -0.0005 -0.0003 -0.0001 0.0001 0.0003 0.0005
-107.6513 -111.4574 -58.0702 -132.9636 -89.6164 -108.2882 -107.6510 -58.0700 -89.6164 0.0022 0.0025 0.0027 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D156P 134.81 -1940.12 D157P 134.82 1073.67 D158P 134.83 -3381.66 D159P 134.84 2403.50 D160P 61.72 -5312.76 D161P 61.73 4177.97 D162P 61.73 -2990.61 D163P 61.74 -3692.23 D164P 61.74 3083.31 D165P 61.74 -2360.35 D166P 61.75 -2167.43 D167P 61.76 1886.18 D168P -53.29 730.77 D169P -53.28 -704.72 D170P -53.28 594.16 D171P -53.27 -91.32 D172P -53.27 691.39 D173P 45.89 -282.59 D174P 45.90 252.18 D175P -0.06 -97.66 D176P -0.06 24.71 D177P -0.05 -5.95 D178P -0.04 1.69 D179P -0.02 0.24 D180P -0.02 0.23 D181P -0.01 0.12 D182P -0.07 144.42 D183P -0.06 -36.47 D184P -0.05 9.38 D185P -0.04 -2.13 D186P -0.04 0.65 D187P -0.03 -0.07 D188P -0.02 0.24 D189P -0.01 0.18 D190P -0.00 0.06 D308P -95.45 -6164.34 D309P -95.44 -2162.49 D310P -95.44 1638.89 D311P -95.43 1058.11 D312P -95.43 333.09 D313P -95.42 -821.85 D314P -95.42 -3437.05 D315P -95.41 1418.69 D316P -95.41 1418.70 D317P -95.41 -3639.29 D318P -95.41 3016.77 D319P -95.41 -602.16 D320P -95.41 -3294.19 D321P -95.41 2933.69 D322P -95.41 164.32 D323P -95.41 -3151.07 D324P -24.38 3354.80 D325P -260.45 378.93 D326P -24.37 -3827.08
2876.76 -4140.46 1526.32 -4139.56 -1881.01 -2004.97 -1364.49 -1028.43 -1168.47 -996.79 -947.44 -344.86 -329.43 -1099.35 -1098.11 -277.37 -182.78 -206.70 525.45 -376.72 -260.96 78.83 -121.54 -29.86 269.91 23.66 -190.50 -296.95 -281.08 -222.12 -102.61 -59.85 -94.33 -79.46 -0.70 746.35 2285.62 -514.69 -1557.40 136.31 2118.50 13146.40 1443.44 -1443.44 -520.46 1952.27 87.80 -1428.55 3640.58 -920.85 -618.27 113.65 -2989.91 -4890.64
771.73 2142.93 -345.22 1483.17 -663.29 -262.78 149.75 -1606.70 765.19 392.50 -1240.81 909.96 -92.43 1055.40 1335.05 -1781.65 -4177.97 2004.95 -5717.31 74.67 2990.61 1364.47 4318.42 -385.84 -3344.06 1352.39 -3816.07 -7.29 -3083.31 1168.45 -4081.65 84.35 2360.35 996.77 3279.31 -103.44 -2250.95 957.53 -2777.89 -23.65 -1886.18 344.84 -2441.93 -363.01 2285.31 916.60 2512.95 344.42 117.78 367.78 597.27 26.99 -730.77 329.46 -1010.40 -541.91 704.72 1099.38 914.24 0.90 422.88 182.43 233.38 -66.82 91.32 277.39 550.92 66.59 -252.20 -525.44 -531.50 -727.64 835.19 -284.93 1080.69 239.04 36.47 296.92 -110.36 -143.92 -9.38 281.05 27.66 36.24 2.13 222.09 -6.89 542.74 -0.65 102.58 1.87 -34.20 -0.24 94.30 0.01 116.23 -0.18 79.43 0.10 630.07 -0.06 0.67 0.11 43.88 97.66 376.69 436.61 335.80 -24.71 260.93 -110.36 -64.98 5.95 -78.86 27.65 -649.19 -1.69 121.51 -6.89 -181.47 0.39 83.56 1.87 -34.35 -0.24 29.82 -0.57 -54.16 -0.23 -269.94 0.01 -657.01 -0.12 -23.69 0.10 -186.04 0.00 -0.03 0.11 -1.32 2162.51 -2285.63 -2332.56 -897.20 -1825.81 -5086.80 -1953.88 -1372.31 4856.86 418.66 3238.64 -47.88 -86.56 -5419.00 394.64 -2833.82 1489.84 3522.61 559.80 1123.62 3437.05 -13146.40 645.90 -2723.65 -5184.09 16291.53 -1545.11 5275.97 3385.00 11646.23 970.01 2643.19 3639.29 520.46 871.16 -158.97 -3016.77 -1952.27 -802.69 -298.20 602.16 -87.81 720.54 371.22 3294.19 1428.54 532.26 299.81 -2933.69 -3640.58 -821.18 -668.39 -164.31 920.85 511.02 841.70 3151.07 618.27 694.84 -63.41 -2440.42 -1217.33 -648.01 -212.73 4096.08 1126.99 4488.48 747.38 7060.10 888.79 7029.75 -1985.52 -3354.80 -113.67 -4313.44 -3005.59
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P
-24.38 -24.39 -24.39 1.59 1.60 3.23 0.03 0.01 -260.44 -95.42 -95.42 -95.43 -95.43 -95.44 -24.38 -24.38 -24.38 -24.39 -24.39 -24.39 -24.40 -24.40 1.60 1.60 1.59 1.59 1.59 3.23 3.22 0.03 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 -117.91 -117.90 -117.89 -117.89 -117.88 -117.88 -117.87 -117.87 -117.87
-4096.08 -1127.01 -5298.58 1940.18 -5659.43 -3335.75 -1353.29 -3703.78 1042.09 -4240.68 -2192.31 -973.29 -2319.17 992.50 -2717.76 -535.19 334.94 -611.78 1448.10 -807.32 -2547.36 -1206.01 -4337.35 5647.16 -4845.95 397.88 10.08 340.31 59.68 733.65 -403.28 -374.98 -444.06 348.95 -1528.26 -82.58 -85.66 -63.95 53.93 -264.30 378.95 2989.89 -1577.49 -796.84 -566.30 -3385.01 -11646.24 -5184.10 -16291.54 -1198.89 -1489.83 -3522.61 821.86 -2118.51 -197.37 86.57 5418.99 -333.08 -136.31 -89.95 -4856.85 -418.67 -1058.10 1557.39 -2805.04 1825.82 5086.79 -1638.88 514.68 107.99 5298.58 -1940.20 4182.52 1993.54 5711.51 -4182.52 -1993.56 -2995.67 1327.13 -4324.21 2995.67 -1327.15 3335.75 1353.27 3814.11 3703.78 -1042.11 3094.77 1154.62 4095.51 -3094.77 -1154.64 -2325.88 967.09 -3265.45 2325.88 -967.11 2192.31 973.27 2721.80 2319.17 -992.52 2098.97 455.28 2661.53 -2098.97 -455.30 -1707.99 -522.94 -2293.35 1107.21 -359.26 2547.36 1206.04 2572.35 -746.21 -769.35 -1107.21 359.28 -1304.57 611.78 -1448.07 746.21 769.38 955.85 489.56 -1108.53 535.19 -334.91 721.29 -273.94 288.77 -489.56 1108.56 -537.41 -340.33 -59.70 -195.96 541.56 -532.99 195.94 -541.58 550.29 -19.77 741.64 -316.81 -372.47 -272.92 305.32 -1063.63 -239.26 -287.80 -202.93 164.78 -797.54 -171.42 -91.46 -143.54 100.94 -568.05 -121.95 -160.18 -101.74 98.01 -403.46 -46.24 -72.10 -29.85 -32.70 -137.24 -17.25 87.52 -7.20 -55.07 -44.08 -3.71 -27.42 -1.73 -12.92 -9.81 444.06 -348.98 316.81 372.44 1372.29 272.92 -305.35 239.26 287.77 923.77 202.93 -164.81 171.42 91.43 675.17 143.54 -100.97 121.95 160.15 478.84 101.74 -98.04 82.58 85.63 332.45 63.95 -53.96 46.24 72.07 198.75 29.85 32.67 17.25 -87.56 84.95 7.20 55.04 3.71 27.38 19.66 1.73 12.89 0.00 -0.03 3.13 5578.00 529.04 -2051.13 -2156.00 2055.71 2051.12 2155.99 987.06 -5061.50 1488.42 -1727.01 -478.72 -4249.74 311.70 -2979.88 -1352.34 -1544.48 -767.42 -5322.14 -861.05 -443.87 114.67 -1213.70 3454.86 -509.02 328.85 2149.31 -4375.85 -13133.01 -999.52 4375.85 13133.01 5869.93 16321.87 1836.29 -1196.04 1435.70 -3884.46 11657.48 -1025.90 -1196.04 -1435.71 -2757.97 543.87 -681.01
17:07:07 03/17/10
489.86 -187.47 11.57 1255.03 3126.00 69.33 -46.95 -57.24 1036.20 -3908.74 -1666.79 1927.60 540.02 3235.84 32.14 -401.47 15.73 67.77 -112.98 3.71 -323.64 -589.30 596.03 -288.64 -477.71 -1016.00 983.54 478.90 -557.90 -121.11 -221.87 17.09 -112.14 -189.01 58.53 -72.74 42.32 -31.71 -132.35 106.74 -22.37 32.66 -99.00 148.66 23.18 -948.31 -1423.42 -83.27 -2789.23 1096.17 -2712.73 5279.01 2643.89 -153.60
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P
-117.86 -117.86 -117.86 -117.86 -117.86 -117.86 -117.86 -67.31 -633.08 -67.30 -67.31 -67.32 -67.33 61.63 61.65 -28.93 0.06 0.03 -633.07 -117.87 -117.88 -117.88 -117.89 -117.90 -67.31 -67.31 -67.32 -67.32 -67.33 -67.33 -67.34 -67.34 61.64 61.64 61.64 61.63 61.63 -28.94 -28.94 0.05 0.05 0.04 0.03 0.02 0.01 0.01 0.05 0.05 0.04 0.04 0.03 0.02 0.02 0.01
2757.97 -543.88 2127.05 -2016.08 589.11 -308.72 -2127.05 2016.08 -624.54 -142.98 -547.85 372.94 624.54 142.98 -2079.20 1639.03 -287.61 352.34 2079.20 -1639.04 1480.54 -3804.18 469.37 -717.72 -1480.54 3804.18 508.87 1014.17 -179.30 889.10 -508.87 -1014.17 -2296.65 602.10 -587.98 -86.36 2296.65 -602.10 1592.17 -1233.28 450.68 -212.71 -3180.60 -198.81 -3625.82 446.04 -4100.25 148.93 -663.15 -1916.27 -5837.41 2364.57 -6142.91 423.64 3563.94 -4324.56 3180.60 198.79 4050.77 -2477.94 3625.82 -446.06 4487.40 3129.18 4887.48 1616.34 2873.05 -608.52 3112.17 1901.16 3605.56 778.70 1895.20 -433.17 1796.38 1550.50 2223.84 673.09 -363.80 -263.12 -524.81 970.54 -625.47 497.94 -134.06 -802.91 2397.33 5858.04 1593.05 3558.16 -124.52 -566.16 -177.14 -193.10 -299.80 -754.60 143.99 -401.52 -52.87 297.50 164.35 -187.61 -0.15 -58.31 -0.00 83.54 -0.27 45.50 -663.16 1916.25 915.70 -1908.54 119.32 3.65 3884.47 -11657.49 5869.94 -16321.87 1364.73 -3914.55 1213.69 -3454.87 -328.86 -2149.32 261.44 -1655.88 767.41 5322.13 443.86 -114.68 441.98 1900.15 4249.73 -311.71 1352.33 1544.47 2656.66 584.61 -987.08 5061.49 1727.00 478.71 427.44 3200.44 -4487.40 -3129.20 -3587.52 1081.84 -4864.41 -1233.35 3587.52 -1081.86 2640.45 1946.61 3751.79 520.94 -2640.45 -1946.63 -2873.05 608.50 -3321.39 -806.10 -3112.17 -1901.18 -2610.36 415.62 -3447.31 -894.92 2610.36 -415.64 2027.21 1538.68 2793.72 676.53 -2027.21 -1538.71 -1895.20 433.15 -2362.89 -666.00 -1796.38 -1550.52 -1583.84 -183.36 -2036.28 -1044.51 1583.85 183.34 2068.55 773.52 2200.24 576.42 641.98 -142.61 134.06 802.93 546.23 464.78 -607.83 -1200.79 -641.98 142.64 -879.70 -744.80 524.81 -970.51 607.83 1200.82 797.24 162.11 -62.26 -188.43 363.80 263.14 212.25 52.59 486.53 -310.41 62.26 188.46 386.28 -85.84 177.16 193.09 100.18 536.98 275.64 725.58 -100.17 -537.00 -385.71 179.77 -482.89 -355.03 -38.26 -314.75 14.32 342.32 -43.17 49.71 9.61 -217.80 -3.74 325.10 10.59 193.53 -2.14 116.29 0.69 251.90 -2.60 664.07 0.75 -93.34 -0.30 129.38 0.81 65.00 0.16 -7.68 -0.20 115.01 -0.09 193.59 0.25 283.51 -0.20 85.91 0.10 666.29 0.14 28.62 -0.07 3.94 0.13 58.72 52.87 -297.53 38.26 314.72 164.35 31.01 -14.32 -342.35 -9.61 217.77 -43.17 -224.69 3.74 -325.14 2.14 -116.32 10.59 -796.21 -0.69 -251.93 -0.75 93.30 -2.60 -286.11 0.30 -129.41 0.15 58.28 0.81 -128.29 0.00 -83.57 -0.16 7.64 -0.27 -136.94 0.20 -115.04 -0.25 -283.54 -0.09 -718.89 0.20 -85.94 -0.14 -28.65 0.10 -206.68
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
0.00 97.22 97.22 97.21 97.20 97.20 97.19 97.19 97.19 97.19 97.18 97.18 97.18 97.18 97.18 97.18 97.18 58.65 323.31 58.65 58.65 58.66 58.67 2.58 2.57 1.43 -0.04 -0.02 323.30 97.19 97.20 97.20 97.21 97.21 58.66 58.66 58.66 58.67 58.67 58.67 58.67 58.68 2.57 2.57 2.57 2.58 2.58 1.44 1.45 -0.03 -0.03 -0.03 -0.02 -0.01
0.07 -3.97 -0.00 -0.03 0.13 -7.22 4454.60 -402.88 -1655.69 2283.52 1631.41 1096.17 1655.68 -2283.51 516.45 5490.83 1064.13 1571.28 -1550.18 441.47 -4086.13 -728.75 -2810.14 -143.23 -1670.30 1832.19 -269.22 5185.42 -787.83 2850.56 487.52 -1113.44 -3843.73 -1106.89 -1030.66 -681.84 -5099.44 3344.05 -6748.61 15603.45 -2926.20 4679.61 6748.60 -15603.45 5946.33 -16361.32 2275.23 -5728.84 -1118.33 -1326.18 -3696.54 -11442.38 -972.26 -2578.34 -1118.34 1326.18 -2659.98 -725.14 -650.75 103.52 2659.98 725.15 2027.43 2204.25 565.28 353.27 -2027.43 -2204.24 -613.86 117.06 -525.89 -415.56 613.86 -117.06 -2061.40 -1758.60 -286.20 -370.85 2061.39 1758.60 1513.23 3793.32 471.33 732.05 -1513.23 -3793.32 432.61 -864.03 -199.40 -859.40 -432.62 864.03 -2501.71 -526.76 -614.98 70.68 2501.71 526.76 1829.66 1098.94 501.97 188.41 3073.34 -270.33 3667.32 492.22 4060.64 133.67 -309.24 2930.03 -7579.20 -1087.20 -7454.44 1741.44 -2859.77 -3440.01 -3073.34 270.31 -3563.43 -1903.72 -3667.32 -492.24 -4511.67 3161.25 -4927.10 1607.84 -2875.48 -622.29 -3119.16 1918.31 -3611.23 780.74 -1850.98 -422.65 -1921.08 1505.01 -2272.33 652.03 -458.45 408.96 -540.25 1580.43 -702.96 1400.28 -2352.54 -1137.91 -4557.27 6161.37 -4863.61 3535.87 -566.58 -7.33 -384.06 -67.12 -944.80 -73.99 -642.46 -655.69 -452.37 458.95 -1974.64 -354.83 -65.97 -85.47 -48.34 53.81 -206.16 -57.10 -309.26 -2930.01 1270.64 888.80 454.24 -964.45 3696.54 11442.39 5946.34 16361.33 1349.12 3889.98 3843.72 1106.90 5099.43 -3344.05 2642.44 -661.01 269.21 -5185.41 -487.53 1113.44 -79.66 -1485.82 4086.12 728.76 1670.29 -1832.18 2729.86 -523.28 -516.46 -5490.82 1550.17 -441.46 597.15 -3426.94 4511.67 -3161.27 3581.31 1068.03 4875.29 -1260.99 -3581.31 -1068.05 -2628.60 1931.56 -3740.91 520.19 2628.61 -1931.58 2875.48 622.27 3315.71 -788.75 3119.16 -1918.33 2625.00 422.54 3460.34 -901.08 -2625.00 -422.56 -1990.94 1547.03 -2780.69 677.40 1990.94 -1547.06 1850.98 422.62 2314.41 -677.37 1921.08 -1505.03 1772.79 99.29 2225.22 -846.83 -1772.79 -99.31 -1565.95 -231.02 -2011.29 -199.00 998.66 -485.10 2352.54 1137.93 2358.81 459.51 -646.69 -662.93 -998.66 485.13 -1158.11 -125.15 540.25 -1580.41 646.69 662.96 835.45 -645.77 444.77 -1119.05 458.45 -408.93 635.76 -1075.50 -395.68 405.61 -444.77 1119.08 -591.57 1073.19 384.08 67.14 266.36 -526.23 646.45 -456.27 -266.34 526.25 -917.91 -9.22 -1176.97 513.85 -295.90 -311.77 -242.60 282.18 -971.24 -53.38 -208.25 -302.21 -174.30 170.26 -689.98 -237.99 -147.39 -88.01 -123.45 99.67 -488.48 21.03 -103.15 -161.09 -84.08 98.36 -337.69 -113.14 -31.69 -72.06 -16.70 -32.72 -87.28 -188.98
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.04 -0.03 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00
-8.29 -0.39 452.37 242.60 174.30 123.45 84.08 48.34 16.70 2.44 -0.31
87.53 -27.49 -458.98 -282.21 -170.29 -99.70 -98.39 -53.84 32.69 55.01 12.85
-2.45 0.31 295.90 208.25 147.39 103.15 65.97 31.69 8.29 0.39 -0.00
-55.04 -12.88 311.74 302.18 87.98 161.06 85.44 72.02 -87.56 27.45 -0.03
17:07:07 03/17/10
-19.37 -0.15 1349.59 813.15 580.20 408.69 270.62 144.34 45.08 5.12 -0.55
58.60 -72.81 -265.56 36.02 -148.47 110.68 -23.37 32.79 -98.97 148.73 23.12
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 2 "COMBO 1-2"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ----------------------------------------------------------------------------------------D0Z93P 0.5088 496.2 0.01082 0.0000 0.0000 0.0000 0.5088 494.9 93.35 D1Z93P 0.5087 0.4756 -0.006291 -0.8147 0.7648 0.1379 1.834 -0.8494 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.006175 -0.006724 0.005952 0.0000 0.0000 0.0000 -3.529 -7.029 8.596 D4Z13P 0.003891 1000 -86.05 0.0000 0.0000 0.0000 0.003891 993.3 -72.71 D5Z19P 0.02232 0.02102 0.0204 -0.0182 0.1022 0.5933 -6.318 -6.319 18.76 D6Z26P 0.02582 0.02459 0.02054 0.0000 0.0000 0.0000 -2.507 -5.808 26.31 D7Z31P 0.04469 1000 -102.4 0.0000 0.0000 0.0000 0.04469 994.5 -71.08 D8Z26P 0.02613 0.02349 0.02863 -0.0549 0.1598 0.7511 -5.807 -5.809 26.31 D9Z13P 0.00797 0.006554 0.01536 -0.1748 0.2309 0.4277 -6.695 -6.697 13.36 D10Z31P 0.04538 0.04303 0.03183 -0.2392 0.3402 0.8066 -5.449 -5.451 31.35 D11Z36P 0.06903 0.06709 0.03452 -0.1388 0.2394 0.7604 -5.089 -5.091 36.35 D12Z45P 0.08891 0.08687 0.03943 -0.2069 0.2993 0.6846 -4.514 -4.516 44.61 D13Z45P 0.08887 0.08786 0.02941 0.0000 0.0000 0.0000 -2.294 -4.515 44.6 D14Z50P 0.1256 1000 -84.21 0.0000 0.0000 0.0000 0.1256 995.8 -33.85 D15Z55P 0.1608 0.159 0.03991 -0.4735 0.5509 0.5866 -3.722 -3.724 55.32 D16Z68P 0.2434 0.2193 -0.005866 -0.2107 0.2554 0.1464 3.275 -2.812 67.95 D17Z68P 0.2528 0.2514 0.03944 -0.3625 0.4228 0.4706 -2.779 -2.78 67.99 D18Z55P 0.1531 0.1365 -0.005471 -0.5108 0.5214 0.0752 4.036 -3.747 55.28 D19Z75P 0.3106 0.2851 -0.006134 -0.5587 0.5872 0.1200 2.844 -2.249 75.35 D20Z75P 0.312 0.3112 0.03811 -0.4029 0.4533 0.4028 -2.222 -2.223 75.39 D21Z81P 0.3673 0.3374 -0.006082 -0.5722 0.5943 0.1343 2.5 -1.795 81.32 D22Z81P 0.3713 0.3707 0.03524 -0.5901 0.6347 0.3480 -1.761 -1.762 81.36 D23Z86P 0.4183 0.4179 0.03276 -0.6165 0.6553 0.3063 -1.408 -1.409 85.91 D24Z86P 0.4177 0.3874 -0.006232 -0.6305 0.6463 0.1388 2.244 -1.439 85.87 D25Z90P 0.4597 0.4271 -0.006209 -0.6691 0.7091 0.1417 2.036 -1.149 89.59 D26Z90P 0.4629 0.4627 0.02995 -0.6425 0.6807 0.2719 -1.113 -1.114 89.62 D27Z93P 0.5082 0.5079 0.02706 -0.7706 0.7957 0.2382 -0.8168 -0.8171 93.36 D28Z50P 0.1259 0.124 0.03978 -0.3390 0.4220 0.6318 -4.089 -4.091 50.39 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.002697 1000 -157.9 0.0000 0.0000 0.0000 3.525 993 -149.3 D31Z19P 0.008306 0.002843 -0.002568 -0.0805 0.0902 0.0375 6.349 -6.338 18.73 D32Z26P 0.02977 1000 -85.6 0.0000 0.0000 0.0000 2.563 994.2 -59.31 D33Z26P 0.02978 0.02628 -0.003639 -0.1828 0.1861 0.0439 5.863 -5.807 26.28 D34Z13P 0.005096 0.003627 -0.002007 0.0344 0.0197 0.0359 6.708 -6.7 13.34 D35Z31P 0.04471 0.03831 -0.004053 -0.1213 0.1684 0.0624 5.539 -5.456 31.32 D36Z36P 0.06055 0.05093 -0.004406 -0.2039 0.2166 0.0667 5.219 -5.107 36.32 D37Z45P 0.09828 0.08944 -0.005163 -0.2763 0.2913 0.0784 4.701 -4.514 44.57 D38Z45P 0.09826 1000 -133.4 0.0000 0.0000 0.0000 2.481 995.4 -88.84 D39Z50P 0.1256 0.1124 -0.005336 -0.1921 0.2475 0.1021 4.34 -4.102 50.35 D40Z113P 0.8188 0.8188 0.03809 -0.9875 0.9857 0.0738 -0.5062 -0.5062 113.3 D41Z113P 0.8186 0.8138 -0.006809 -1.0766 0.9905 0.1734 2.144 -0.5112 113.3 D42Z110P 0.7622 0.762 0.03699 -0.9640 0.9631 0.1012 -0.5628 -0.563 110 D43Z110P 0.762 0.7523 -0.006736 -1.0452 0.9653 0.1675 2.087 -0.5727 109.9 D44Z107P 0.7071 0.707 0.03564 -0.9293 0.9311 0.1286 -0.6179 -0.618 106.7
17:07:07 03/17/10 Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.707 0.6539 0.6538 0.6029 0.6026 0.5548 0.5545 0.5318 0.5776 0.6283 0.6798 0.7346 0.7899 0.8476 0.5311 0.579 0.6276 0.6806 0.7341 0.7905 0.8472 0.882 0.8998 0.9 0.8822 0.9271 0.9272 0.9555 0.9555 0.9839 0.9839 1.013 1.013 1.042 1.042 1.071 1.071 1.101 1.101 1.162 1.162 1.121 1.141 1.141 1.121 1.41 1.41 1.175 1.188 1.201 1.215 1.229 1.242 1.256
0.6925 0.6537 0.6345 0.6026 0.5787 0.5545 0.526 0.5315 0.5509 0.6281 0.6626 0.7345 0.7824 0.8475 0.5002 0.5788 0.6059 0.6805 0.7219 0.7904 0.8445 0.8816 0.8993 0.9009 0.882 0.9273 0.9294 0.9555 0.9581 0.984 0.9873 1.013 1.017 1.042 1.046 1.071 1.076 1.106 1.101 1.161 1.171 1.127 1.141 1.149 1.121 1.41 1.401 1.183 1.188 1.208 1.214 1.233 1.242 1.258
-0.006657 0.03401 -0.006573 0.03205 -0.006482 0.02975 -0.006389 0.02852 -0.006434 0.03312 -0.006616 0.03639 -0.006772 0.03858 -0.006341 0.03099 -0.006529 0.0349 -0.006697 0.0376 -0.006844 -0.00738 0.01801 -0.007684 0.02486 0.01849 -0.007742 0.01892 -0.007738 0.01928 -0.007791 0.0196 -0.007787 0.01986 -0.007829 0.02008 -0.007824 -0.007852 0.02027 0.007722 -0.008337 -0.007999 0.01196 -0.008178 0.01616 0.009277 -0.008412 -0.008354 0.008201 -0.008369 0.008576 -0.008382 0.008845 -0.00839
-1.0258 -0.9051 -0.9768 -0.8477 -0.9568 -0.8173 -0.8657 -0.8079 -0.9072 -0.8835 -1.0002 -0.9516 -1.0623 -0.9818 -0.8822 -0.8299 -0.9633 -0.9198 -1.0291 -0.9814 -1.0627 -1.1157 -1.0244 -1.1379 -0.9386 -1.1603 -1.1528 -1.1348 -1.1689 -1.1528 -1.1777 -1.1699 -1.1938 -1.1816 -1.2044 -1.1854 -1.2006 -1.2183 -1.1833 -1.2893 -1.2804 -1.2484 -1.1461 -1.2954 -1.1458 -1.4461 -1.3429 -1.2438 -1.3670 -1.2884 -1.4015 -1.3132 -1.4214 -1.3250
17:07:07 03/17/10
0.9388 0.9023 0.8994 0.8498 0.8680 0.8151 0.7967 0.8005 0.8303 0.8812 0.9181 0.9521 0.9768 0.9992 0.7935 0.8301 0.8823 0.9190 0.9481 0.9775 0.9928 1.0409 1.0507 1.0718 0.9703 1.1363 1.1240 1.1460 1.1460 1.1545 1.1550 1.1736 1.1733 1.1817 1.1833 1.1932 1.1875 1.1847 1.1944 1.2932 1.3059 1.1755 1.1653 1.1915 1.1533 1.4479 1.4482 1.3556 1.3827 1.3912 1.4038 1.4187 1.4249 1.4282
0.1616 2.032 -0.6325 0.1560 -0.6711 -0.6713 0.1557 1.979 -0.6905 0.1834 -0.7221 -0.7224 0.1498 1.928 -0.7463 0.2108 -0.7702 -0.7705 0.1439 1.879 -0.799 0.2245 -0.7932 -0.7935 0.1468 1.903 -0.7741 0.1697 -0.6967 -0.6969 0.1587 2.005 -0.6624 0.1149 -0.5904 -0.5905 0.1705 2.115 -0.5426 0.0601 -0.4774 -0.4775 0.1409 1.856 -0.8248 0.1971 -0.746 -0.7462 0.1527 1.953 -0.7191 0.1423 -0.6444 -0.6445 0.1646 2.059 -0.6031 0.0875 -0.5345 -0.5346 0.1764 2.172 -0.4805 0.1817 1.784 -0.0201 0.0420 0.2098 0.2093 0.1839 1.59 0.2109 0.0463 -0.01944 -0.01967 0.0425 0.2371 0.2373 0.1841 1.617 0.2394 0.0429 0.2655 0.2655 0.1843 1.645 0.2681 0.0434 0.2939 0.294 0.1845 1.674 0.2973 0.0438 0.3228 0.3227 0.1848 1.703 0.3266 0.0442 0.3521 0.3519 0.1850 1.732 0.3565 0.0447 0.3815 0.3812 0.1852 1.761 0.3862 0.1854 1.791 0.4162 0.0451 0.4112 0.4107 0.0317 0.812 0.8114 0.2010 1.512 0.8211 0.1952 1.698 0.5507 0.0347 0.678 0.6775 0.2002 1.604 0.6854 0.0408 0.5443 0.5439 0.0317 1.06 1.06 0.2009 1.76 1.051 0.2010 1.525 0.8333 0.0317 0.8381 0.8376 0.2010 1.551 0.8577 0.0317 0.8651 0.8645 0.2009 1.579 0.8829 0.0317 0.8925 0.8919 0.2009 1.606 0.9084
106.6 103.3 103.3 100 99.97 96.69 96.65 95.03 98.31 101.7 105 108.3 111.6 115 94.99 98.35 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 1.27 1.27 D100Z136P 1.284 1.284 D101Z136P 1.298 1.297 D102Z137P 1.312 1.31 D103Z138P 1.326 1.325 D104Z138P 1.34 1.336 D105Z139P 1.354 1.354 D106Z139P 1.368 1.362 D107Z140P 1.382 1.382 D108Z140P 1.396 1.388 D109Z92P 0.4866 0.4862 D111Z88P 0.4424 0.4421 D113Z84P 0.397 0.3965 D115Z79P 0.3423 0.3416 D117Z72P 0.2892 0.2881 D119Z62P 0.2294 0.2279 D121Z9P 0.002718 0.004547 D122Z9P -0.006137 -0.007286 D123Z132P 1.188 1.195 D124Z133P 1.215 1.22 D125Z134P 1.242 1.246 D126Z135P 1.27 1.271 D127Z136P 1.298 1.297 D128Z138P 1.326 1.323 D129Z139P 1.354 1.349 D130Z140P 1.382 1.375 D131Z92P 0.4859 0.4523 D132Z88P 0.4397 0.4084 D133Z84P 0.394 0.3639 D134Z79P 0.3413 0.3134 D135Z72P 0.2753 0.2505 D136Z62P 0.229 0.212 D137Z93P 496.2 0.4756 D138Z93P 0.4767 0.475 D139Z9P 1000 0.004524 D140Z13P 858.9 0.002634 D141Z26P 1000 0.02627 D142Z31P 1000 0.03818 D143Z45P 1000 0.08942 D144Z50P 915.8 0.1124 D145Z68P 0.2339 0.2321 D146Z55P 0.148 0.1462 D147Z75P 0.2869 0.285 D148Z81P 0.3455 0.3435 D149Z86P 0.3893 0.3873 D150Z90P 0.4333 0.4314 D151Z9P -0.00817 -0.009179 D152Z9P -0.007179 -0.009105 D153Z0P 0 0 D154Z19P 0.02436 0.02246 D155Z26P 0.02012 0.01886 D156Z26P 0.02142 0.01895 D157Z13P 0.00843 0.00616 D158Z31P 0.04089 0.03831
0.009036 -0.008398 0.009167 -0.008405 0.009245 -0.008412 0.009272 -0.008412 0.009276 -0.008412 0.02851 0.03123 0.03385 0.0368 0.03816 0.03735 -0.001496 0.0114 -0.008347 -0.008362 -0.008377 -0.008386 -0.008395 -0.008402 -0.008409 -0.008412 -0.006205 -0.006234 -0.006163 -0.006106 -0.006019 -0.005963 -0.02531 -0.04318 157.9 57.74 85.59 68.78 133.4 61.54 -0.05108 -0.04925 -0.05146 -0.04936 -0.04783 -0.04547 -0.007649 -0.01305 0 -0.02318 -0.02725 -0.03353 -0.01755 -0.03751
-1.4343 -1.3384 -1.4446 -1.3465 -1.4504 -1.3510 -1.4498 -1.3439 -1.4468 -1.3439 -0.6613 -0.6830 -0.5493 -0.5719 -0.4353 -0.3060 -0.0195 -0.0442 -1.2572 -1.3049 -1.3193 -1.3319 -1.3430 -1.3499 -1.3477 -1.3435 -0.7626 -0.6105 -0.6581 -0.4845 -0.5941 -0.3052 0.0000 -0.8218 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2341 -0.4840 -0.5165 -0.5527 -0.6190 -0.6249 0.0000 -0.0619 0.0000 -0.0423 0.0000 -0.0742 -0.2331 -0.3022
17:07:07 03/17/10
1.4360 1.4426 1.4474 1.4510 1.4541 1.4563 1.4522 1.4475 1.4481 1.4482 0.6974 0.7197 0.5916 0.6185 0.4902 0.3741 0.0322 0.0888 1.3746 1.4065 1.4252 1.4376 1.4480 1.4539 1.4524 1.4489 0.7734 0.6480 0.6565 0.5345 0.5923 0.3526 0.0000 0.8439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2400 0.4875 0.5236 0.5586 0.6259 0.6250 0.0000 0.0741 0.0000 0.0429 0.0000 0.0801 0.2318 0.3045
0.0317 0.2009 0.0317 0.2009 0.0317 0.2009 0.0317 0.2009 0.0317 0.2009 0.2533 0.2880 0.3255 0.3731 0.4336 0.5214 0.0190 0.2748 0.2010 0.2009 0.2009 0.2009 0.2009 0.2009 0.2009 0.2009 0.1364 0.1452 0.1307 0.1371 0.1085 0.1190 0.0000 -0.0530 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0393 -0.0320 -0.0435 -0.0471 -0.0497 -0.0523 0.0000 -0.0042 0.0000 -0.0109 0.0000 -0.0149 -0.0079 -0.0181
0.9202 0.9195 1.634 0.9342 0.9481 0.9474 1.662 0.9602 0.9762 0.9754 1.69 0.9863 1.004 1.004 1.718 1.012 1.032 1.032 1.746 1.038 -0.9532 -0.9536 -1.25 -1.25 -1.571 -1.571 -1.974 -1.974 -2.471 -2.472 -3.175 -3.177 7.025 -7.018 -7.029 -7.03 1.538 0.8453 1.565 0.8702 1.592 0.8956 1.62 0.9213 1.648 0.9472 1.676 0.9732 1.704 0.9994 1.732 1.025 1.926 -0.9875 2.132 -1.284 2.362 -1.604 2.657 -2.002 3.036 -2.51 3.634 -3.193 497.5 0.4756 1.802 1.8 1007 -3.518 865.6 0.002634 1006 -2.507 1005 0.03818 1005 -2.294 920 0.1124 3.265 3.263 4.031 4.029 2.821 2.819 2.478 2.476 2.216 2.214 2.01 2.008 7.014 3.513 7.015 7.013 7.6 7.6 6.365 6.363 5.853 2.552 5.854 5.852 6.712 6.709 5.535 5.533
135.3 135.9 136.4 137 137.6 138.1 138.7 139.2 139.8 140.3 91.66 87.9 83.81 78.63 72.02 62.44 8.589 8.601 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.39 93.31 93.29 166.4 71.08 111.9 100.1 178 111.9 67.9 55.24 75.3 81.28 85.83 89.55 8.582 8.577 0 18.71 26.26 26.25 13.32 31.28
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.06483 0.07823 0.07719 0.1145 0.8152 0.7537 0.6939 0.636 0.5804 0.5277 0.5543 0.6652 0.7845 0.5024 0.6082 0.7239 0.8463 0.8831 0.9015 0.9297 0.9587 0.9878 1.017 1.047 1.077 1.107 1.172 1.128 1.15 1.403 1.184 1.209 1.234 1.259 1.285 1.311 1.337 1.363 1.389 1.196 1.221 1.247 1.272 1.298 1.324 1.35 1.376 0.455 0.4133 0.369 0.3186 0.2591 0.2142 0.4772
0.06231 0.0762 0.07616 0.1126 0.8139 0.7524 0.6926 0.6346 0.5789 0.5262 0.553 0.6639 0.7832 0.5008 0.6067 0.7225 0.845 0.882 0.9004 0.9294 0.9582 0.9873 1.017 1.046 1.076 1.106 1.171 1.128 1.149 1.401 1.183 1.208 1.233 1.258 1.284 1.31 1.336 1.362 1.388 1.195 1.22 1.246 1.271 1.297 1.323 1.349 1.375 0.4535 0.4114 0.367 0.3167 0.2573 0.2125 496.2
-0.04084 -0.04749 -0.03862 -0.04852 -0.05546 -0.05423 -0.05272 -0.0509 -0.04871 -0.04615 -0.04752 -0.05189 -0.05491 -0.04478 -0.0499 -0.05355 -0.05601 -0.04138 -0.03411 -0.03461 -0.03505 -0.03543 -0.03575 -0.03603 -0.03626 -0.03646 -0.02311 -0.03207 -0.02759 -0.02482 -0.02338 -0.02384 -0.02419 -0.02444 -0.02462 -0.02474 -0.0248 -0.02482 -0.02482 -0.02362 -0.02403 -0.02432 -0.02453 -0.02468 -0.02477 -0.02481 -0.02482 -0.04446 -0.04652 -0.04855 -0.05033 -0.05178 -0.04787 -0.02536
-0.1658 -0.2255 0.0000 -0.3738 -1.0679 -1.0468 -1.0091 -0.9882 -0.9238 -0.9000 -0.9069 -1.0013 -1.0635 -0.8928 -0.9647 -1.0341 -1.0651 -1.0121 -1.0826 -1.1866 -1.1612 -1.1775 -1.1928 -1.2032 -1.2045 -1.2160 -1.2591 -1.2356 -1.2519 -1.3437 -1.2570 -1.2868 -1.3158 -1.3235 -1.3385 -1.3469 -1.3528 -1.3424 -1.3435 -1.2678 -1.2989 -1.3188 -1.3318 -1.3422 -1.3480 -1.3472 -1.3444 -0.6383 -0.6948 -0.5239 -0.5644 -0.4257 -0.3402 0.0000
17:07:07 03/17/10
0.1666 0.2263 0.0000 0.3771 1.0682 1.0447 1.0116 0.9844 0.9264 0.8973 0.9073 1.0005 1.0628 0.8844 0.9618 1.0335 1.0681 1.0190 1.0893 1.1644 1.1721 1.1793 1.1968 1.2033 1.2144 1.2205 1.2511 1.2296 1.2594 1.3456 1.2519 1.2889 1.3151 1.3271 1.3403 1.3486 1.3527 1.3464 1.3460 1.2680 1.3044 1.3218 1.3338 1.3450 1.3517 1.3498 1.3457 0.6405 0.7007 0.5294 0.5714 0.4322 0.3448 0.0000
-0.0211 -0.0260 0.0000 -0.0292 -0.0269 -0.0313 -0.0356 -0.0399 -0.0443 -0.0486 -0.0465 -0.0378 -0.0291 -0.0508 -0.0421 -0.0334 -0.0247 -0.0168 -0.0133 -0.0137 -0.0141 -0.0146 -0.0150 -0.0154 -0.0158 -0.0162 0.0025 -0.0107 -0.0024 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 -0.0533 -0.0509 -0.0485 -0.0454 -0.0416 -0.0361 0.0000
5.223 4.681 4.68 4.329 2.14 2.079 2.019 1.961 1.905 1.853 1.879 1.99 2.109 1.827 1.933 2.049 2.171 1.785 1.592 1.62 1.649 1.678 1.707 1.737 1.767 1.797 1.522 1.705 1.613 1.753 1.534 1.559 1.584 1.609 1.635 1.661 1.687 1.713 1.739 1.546 1.571 1.597 1.622 1.648 1.674 1.7 1.726 1.895 2.106 2.337 2.635 3.019 3.619 0.4772
5.22 4.679 2.459 4.327 2.139 2.077 2.018 1.96 1.904 1.851 1.878 1.989 2.108 1.826 1.932 2.048 2.17 1.784 1.59 1.619 1.648 1.677 1.707 1.736 1.766 1.796 1.521 1.704 1.613 1.751 1.533 1.558 1.583 1.608 1.634 1.66 1.686 1.712 1.738 1.545 1.57 1.596 1.621 1.647 1.673 1.699 1.725 1.893 2.104 2.335 2.633 3.018 3.617 497.5
36.28 44.53 44.54 50.31 113.2 109.9 106.6 103.2 99.93 96.61 98.27 104.9 111.5 94.96 101.6 108.2 114.9 116.9 117.9 119.4 120.8 122.2 123.6 125 126.5 127.9 130.9 128.9 129.9 140.8 131.4 132.5 133.6 134.7 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.58 87.83 83.73 78.55 71.93 62.35 93.31
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.4772 0.5084 -0.006355 -0.7615 0.8191 -0.0016 -0.8478 D214Z9P -0.007251 -0.008202 -0.00717 0.0000 0.0000 0.0000 3.515 D215Z13P 0.004467 858.9 57.74 0.0000 0.0000 0.0000 0.004467 D216Z26P 0.02134 0.0201 -0.02702 0.0000 0.0000 0.0000 2.554 D217Z31P 0.04076 1000 68.78 0.0000 0.0000 0.0000 0.04076 D218Z45P 0.07819 0.07719 -0.03855 0.0000 0.0000 0.0000 2.461 D219Z50P 0.1143 915.8 61.54 0.0000 0.0000 0.0000 0.1143 D220Z68P 0.2212 0.2422 -0.005994 -0.2392 0.1920 0.1476 -2.81 D221Z55P 0.1381 0.1512 -0.005631 -0.4970 0.4842 0.2976 -3.745 D222Z75P 0.2869 0.3096 -0.006245 -0.5698 0.5388 0.1271 -2.247 D223Z81P 0.3394 0.3667 -0.00618 -0.5977 0.5731 0.0780 -1.793 D224Z86P 0.3894 0.4175 -0.006319 -0.6312 0.6136 0.0424 -1.437 D225Z90P 0.429 0.4593 -0.006285 -0.6892 0.6434 0.0151 -1.147 D226Z9P 0.006989 1000 157.9 0.0000 0.0000 0.0000 -3.515 D227Z9P 0.007077 0.001729 -0.001692 -0.0097 0.0198 0.2309 -7.015 D228Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 D229Z19P 0.00494 0.007103 -0.002614 -0.0591 0.0510 0.3865 -6.335 D230Z26P 0.02951 1000 85.59 0.0000 0.0000 0.0000 -2.503 D231Z26P 0.02969 0.02784 -0.003884 -0.1491 0.1529 0.4587 -5.803 D232Z13P 0.006644 0.003895 -0.002216 0.0026 -0.0634 0.2980 -6.696 D233Z31P 0.04122 0.04275 -0.004296 -0.1343 0.0776 0.4598 -5.453 D234Z36P 0.0533 0.05861 -0.004609 -0.1833 0.1668 0.4244 -5.105 D235Z45P 0.09151 0.09632 -0.005349 -0.2622 0.2456 0.3614 -4.512 D236Z45P 0.09148 1000 133.4 0.0000 0.0000 0.0000 -2.292 D237Z50P 0.1143 0.1237 -0.005508 -0.2201 0.1624 0.3014 -4.1 D238Z113P 0.8151 0.8187 -0.006822 -0.9934 1.0749 -0.1311 -0.5099 D239Z110P 0.7535 0.7619 -0.006753 -0.9639 1.0465 -0.1095 -0.5715 D240Z107P 0.6938 0.7069 -0.006683 -0.9419 1.0219 -0.0880 -0.6312 D241Z103P 0.6359 0.6536 -0.006608 -0.8977 0.9790 -0.0664 -0.6891 D242Z100P 0.5801 0.6025 -0.006527 -0.8725 0.9510 -0.0448 -0.7449 D243Z97P 0.5274 0.5543 -0.006446 -0.7945 0.8688 -0.0232 -0.7976 D244Z98P 0.5525 0.5772 -0.006485 -0.8297 0.9080 -0.0340 -0.7725 D245Z105P 0.6641 0.6795 -0.006646 -0.9187 0.9996 -0.0772 -0.6609 D246Z112P 0.7838 0.7898 -0.006787 -0.9804 1.0620 -0.1203 -0.5412 D247Z95P 0.5018 0.5308 -0.006406 -0.7989 0.8743 -0.0124 -0.8232 D248Z102P 0.6074 0.6274 -0.006568 -0.8824 0.9630 -0.0556 -0.7176 D249Z108P 0.7232 0.7339 -0.006718 -0.9475 1.0286 -0.0988 -0.6018 D250Z115P 0.8458 0.8471 -0.006855 -0.9834 1.0578 -0.1419 -0.4792 D251Z117P 0.8827 0.8816 -0.007409 -1.0330 1.0975 -0.1493 -0.01895 D252Z118P 0.9018 0.8997 -0.00764 -1.0740 1.1117 -0.1508 0.2118 D253Z119P 0.9297 0.9273 -0.007646 -1.1300 1.1495 -0.1496 0.2397 D254Z121P 0.9587 0.9554 -0.00771 -1.1429 1.1730 -0.1484 0.2687 D255Z122P 0.9877 0.9839 -0.007707 -1.1528 1.1798 -0.1472 0.2977 D256Z124P 1.017 1.013 -0.007756 -1.1710 1.1965 -0.1460 0.3273 D257Z125P 1.047 1.042 -0.007752 -1.1822 1.2048 -0.1448 0.357 D258Z126P 1.077 1.071 -0.007786 -1.1826 1.2083 -0.1436 0.387 D259Z128P 1.107 1.101 -0.007782 -1.1864 1.2098 -0.1424 0.4169 D260Z131P 1.172 1.161 -0.008309 -1.2860 1.2484 -0.1174 0.8218 D261Z129P 1.128 1.12 -0.007983 -1.1556 1.2481 -0.1384 0.5516 D262Z130P 1.15 1.141 -0.008149 -1.1872 1.2842 -0.1277 0.6863 D263Z141P 1.403 1.41 -0.008385 -1.4452 1.3460 -0.1174 1.053 D264Z131P 1.184 1.174 -0.008302 -1.3585 1.2505 -0.1174 0.8338 D265Z133P 1.208 1.201 -0.008319 -1.3872 1.2883 -0.1174 0.8585 D266Z134P 1.234 1.228 -0.008334 -1.4164 1.3165 -0.1174 0.8837
17:07:07 03/17/10
1.833 7.014 865.6 5.853 1005 4.68 920 3.274 4.034 2.843 2.499 2.244 2.036 1007 7.024 7.6 6.348 1006 5.861 6.707 5.537 5.217 4.699 1005 4.338 2.144 2.087 2.032 1.979 1.927 1.879 1.902 2.005 2.115 1.856 1.952 2.059 2.172 1.783 1.59 1.617 1.645 1.674 1.703 1.732 1.761 1.791 1.511 1.697 1.604 1.76 1.524 1.551 1.578
93.33 8.583 71.08 26.26 100.1 44.54 111.9 67.95 55.28 75.35 81.32 85.87 89.59 166.4 8.588 0 18.73 111.9 26.28 13.34 31.32 36.32 44.57 178 50.35 113.3 109.9 106.6 103.3 99.97 96.65 98.31 105 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 1.259 1.256 D268Z136P 1.285 1.283 D269Z137P 1.311 1.311 D270Z138P 1.337 1.339 D271Z139P 1.363 1.368 D272Z140P 1.389 1.396 D273Z132P 1.196 1.188 D274Z133P 1.221 1.214 D275Z134P 1.247 1.242 D276Z135P 1.272 1.269 D277Z136P 1.298 1.297 D278Z138P 1.324 1.325 D279Z139P 1.35 1.354 D280Z140P 1.376 1.382 D281Z92P 0.4538 0.4855 D282Z88P 0.4106 0.4396 D283Z84P 0.3664 0.3941 D284Z79P 0.3151 0.3404 D285Z72P 0.2524 0.2743 D286Z62P 0.2138 0.2274 D287Z93P 496.2 0.5084 D288Z9P 1000 0.001693 D289Z13P 1000 0.002849 D290Z26P 1000 0.02783 D291Z31P 1000 0.04268 D292Z45P 1000 0.0963 D293Z50P 1000 0.1237 D294Z9P -0.006702 -0.007325 D295Z26P 0.02461 0.02334 D296Z45P 0.08787 0.08683 D297Z131P 1.175 1.174 D298Z133P 1.202 1.201 D299Z134P 1.229 1.228 D300Z135P 1.256 1.256 D301Z136P 1.284 1.283 D302Z137P 1.312 1.311 D303Z138P 1.34 1.339 D304Z139P 1.368 1.368 D305Z140P 1.396 1.396
-0.00835 -0.00836 -0.008368 -0.008375 -0.008383 -0.008385 -0.008325 -0.00834 -0.008354 -0.008363 -0.008371 -0.008379 -0.008384 -0.008385 -0.006267 -0.006318 -0.006256 -0.00621 -0.006138 -0.006105 0.01077 -157.9 -86.05 -85.6 -102.4 -133.4 -84.21 0.006274 0.02094 0.02951 0.007974 0.008402 0.008723 0.008948 0.009109 0.009213 0.009264 0.009275 0.009277
-1.4271 -1.4408 -1.4489 -1.4534 -1.4463 -1.4463 -1.3826 -1.4014 -1.4231 -1.4339 -1.4454 -1.4522 -1.4501 -1.4458 -0.7647 -0.6363 -0.6431 -0.5224 -0.5761 -0.3346 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -1.3696 -1.3898 -1.4179 -1.4259 -1.4408 -1.4493 -1.4551 -1.4447 -1.4459
17:07:07 03/17/10
1.3258 1.3402 1.3486 1.3539 1.3451 1.3458 1.2741 1.3039 1.3232 1.3353 1.3457 1.3516 1.3503 1.3465 0.7498 0.5968 0.6416 0.4699 0.5755 0.2847 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.3586 1.3898 1.4179 1.4294 1.4427 1.4509 1.4551 1.4487 1.4484
-0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 -0.1174 0.0092 0.0238 0.0638 0.0904 0.1601 0.2098 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0317 0.0317 0.0317 0.0317 0.0317 0.0317 0.0317 0.0317 0.0317
0.9093 1.606 134.8 0.9351 1.633 135.9 0.9612 1.661 137 0.9873 1.689 138.1 1.013 1.718 139.2 1.039 1.746 140.3 0.8461 1.538 132 0.871 1.564 133.1 0.8965 1.592 134.2 0.9222 1.619 135.3 0.9481 1.647 136.4 0.9742 1.675 137.5 1 1.704 138.6 1.026 1.732 139.8 -0.986 1.925 91.62 -1.282 2.132 87.87 -1.601 2.362 83.77 -2.001 2.656 78.59 -2.508 3.035 71.98 -3.191 3.632 62.39 494.9 0.5084 93.35 993 3.524 -149.3 993.3 0.002849 -72.71 994.2 2.561 -59.31 994.5 0.04268 -71.08 995.4 2.479 -88.84 995.8 0.1237 -33.85 -7.029 -3.53 8.596 -5.808 -2.509 26.31 -4.515 -2.296 44.6 0.8248 0.8245 131.5 0.8516 0.851 132.6 0.8787 0.8782 133.7 0.9063 0.9057 134.8 0.9341 0.9334 135.9 0.9621 0.9614 137 0.9902 0.9895 138.1 1.018 1.018 139.2 1.046 1.046 140.3
Joint Support Reactions for Load Case "COMBO 1-2": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D2Z0P -163.78 0.0 -159.01 0.0 -1610.15 0.0 0.0 1626.25 0.0 -2.49 0.0 2.0 0.0 -1.60 0.0 0.0 D29Z0P -41.97 0.0 10.05 0.0 232.63 0.0 0.0 236.60 0.0 1.24 0.0 -0.7 0.0 -0.00 0.0 0.0 D153Z0P -193.14 0.0 -183.80 0.0 1857.50 0.0 0.0 1876.53 0.0 -2.83 0.0 2.3 0.0 -0.01 0.0 0.0 D228Z0P -2.75 0.0 -32.68 0.0 188.15 0.0 0.0 190.98 0.0 0.54 0.0 -1.6 0.0 -1.49 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-2":
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -----------------------------------------------------------------------------------------------------D0Z93P 0.4962 0.4962 -0.9563 -0.4957 -0.0000 0.9563 0.5088 496.1889 0.0108 D1Z93P 1.0292 1.0292 -1.9526 -1.0286 -1.0287 1.9526 0.5087 0.4756 -0.0063 D2Z0P 1.2844 1.2844 -2.9973 162.4936 157.7254 1613.1457 0.0000 0.0000 0.0000 D3Z9P 2.3586 2.3586 -6.1434 -2.3586 -2.3586 6.1434 -0.0062 -0.0067 0.0060 D4Z13P 1.0743 1.0743 -3.1461 -1.0742 0.2057 3.0601 0.0039 1000.0000 -86.0544 D5Z19P 8.1396 3.8656 -9.8227 -8.1396 -3.8656 9.8227 0.0223 0.0210 0.0204 D6Z26P 1.2791 1.2791 -3.7345 -1.2791 -1.2791 3.7345 0.0258 0.0246 0.0205 D7Z31P 1.2791 1.2791 -3.7345 -1.2790 0.2442 3.6321 0.0447 1000.0000 -102.3967 D8Z26P 7.1480 2.8129 -6.6766 -7.1479 -2.8129 6.6766 0.0261 0.0235 0.0286 D9Z13P 2.5654 1.4640 -4.6437 -2.5653 -1.4639 4.6437 0.0080 0.0066 0.0154 D10Z31P 10.6654 3.7322 -8.5345 -10.6653 -3.7322 8.5345 0.0454 0.0430 0.0318 D11Z36P 3.2130 3.2130 -6.7415 -3.2129 -3.2129 6.7415 0.0690 0.0671 0.0345 D12Z45P 1.9935 1.9935 -5.1050 -1.9934 -1.9934 5.1051 0.0889 0.0869 0.0394 D13Z45P 1.9935 1.9935 -5.1050 -1.9934 -1.9934 5.1051 0.0889 0.0879 0.0294 D14Z50P 1.0892 1.0892 -2.5180 -1.0891 0.1636 2.4338 0.1256 1000.0000 -84.2064 D15Z55P 3.1324 3.1324 -6.6717 -3.1322 -3.1322 6.6718 0.1608 0.1590 0.0399 D16Z68P 7.4033 7.4033 -6.8162 -7.4031 -7.4031 6.8162 0.2434 0.2193 -0.0059 D17Z68P 7.4033 7.4033 -6.8162 -7.4031 -7.4031 6.8163 0.2528 0.2514 0.0394 D18Z55P 7.1859 7.1859 -7.1277 -7.1858 -7.1858 7.1277 0.1531 0.1365 -0.0055 D19Z75P 1.9927 1.9927 -3.7979 -1.9923 -1.9924 3.7979 0.3106 0.2851 -0.0061 D20Z75P 6.3178 6.3178 -4.2539 -6.3175 -6.3175 4.2539 0.3120 0.3112 0.0381 D21Z81P 1.5327 1.5327 -2.8153 -1.5323 -1.5323 2.8153 0.3673 0.3374 -0.0061 D22Z81P 1.5327 1.5327 -2.8153 -1.5323 -1.5323 2.8154 0.3713 0.3707 0.0352 D23Z86P 1.2150 1.2150 -2.2294 -1.2146 -1.2146 2.2295 0.4183 0.4179 0.0328 D24Z86P 1.2150 1.2150 -2.2294 -1.2146 -1.2146 2.2294 0.4177 0.3874 -0.0062 D25Z90P 1.0800 1.0800 -2.0018 -1.0795 -1.0796 2.0018 0.4597 0.4271 -0.0062 D26Z90P 1.0800 1.0800 -2.0018 -1.0795 -1.0795 2.0019 0.4629 0.4627 0.0299 D27Z93P 1.0292 1.0292 -1.9526 -1.0286 -1.0286 1.9527 0.5082 0.5079 0.0271 D28Z50P 1.0892 1.0892 -2.5180 -1.0891 -1.0891 2.5181 0.1259 0.1240 0.0398 D29Z0P 1.2844 1.2844 -2.9973 40.6874 -11.3366 -229.6306 0.0000 0.0000 0.0000 D30Z9P 2.3586 2.3586 -6.1434 -2.3586 -0.0106 5.9856 0.0027 1000.0000 -157.8593 D31Z19P 2.3533 2.3533 -6.8806 -2.3533 -2.3533 6.8806 0.0083 0.0028 -0.0026 D32Z26P 1.2791 1.2791 -3.7345 -1.2791 -0.0058 3.6489 0.0298 1000.0000 -85.5996 D33Z26P 1.2791 1.2791 -3.7345 -1.2791 -1.2791 3.7344 0.0298 0.0263 -0.0036 D34Z13P 1.0743 1.0743 -3.1461 -1.0742 -1.0742 3.1461 0.0051 0.0036 -0.0020 D35Z31P 1.2791 1.2791 -3.7345 -1.2790 -1.2790 3.7344 0.0447 0.0383 -0.0041 D36Z36P 2.1834 2.1834 -6.3215 -2.1833 -2.1834 6.3215 0.0606 0.0509 -0.0044 D37Z45P 1.9935 1.9935 -5.1050 -1.9934 -1.9934 5.1050 0.0983 0.0894 -0.0052 D38Z45P 1.9935 1.9935 -5.1050 -1.9934 -0.0090 4.9716 0.0983 1000.0000 -133.4117 D39Z50P 1.0892 1.0892 -2.5180 -1.0891 -1.0891 2.5180 0.1256 0.1124 -0.0053 D40Z113P 0.5533 0.5533 -1.0386 -0.5525 -0.5525 1.0386 0.8188 0.8188 0.0381 D41Z113P 0.5533 0.5533 -1.0386 -0.5525 -0.5525 1.0385 0.8186 0.8138 -0.0068 D42Z110P 0.5498 0.5498 -1.0386 -0.5491 -0.5491 1.0386 0.7622 0.7620 0.0370 D43Z110P 0.5498 0.5498 -1.0386 -0.5491 -0.5491 1.0385 0.7620 0.7523 -0.0067 D44Z107P 0.5719 0.5719 -1.1014 -0.5712 -0.5712 1.1015 0.7071 0.7070 0.0356 D45Z107P 0.5719 0.5719 -1.1014 -0.5712 -0.5712 1.1014 0.7070 0.6925 -0.0067 D46Z103P 0.5681 0.5681 -1.1014 -0.5674 -0.5674 1.1015 0.6539 0.6537 0.0340 D47Z103P 0.5681 0.5681 -1.1014 -0.5674 -0.5674 1.1014 0.6538 0.6345 -0.0066 D48Z100P 0.5390 0.5390 -1.0386 -0.5384 -0.5384 1.0386 0.6029 0.6026 0.0321 D49Z100P 0.5390 0.5390 -1.0386 -0.5384 -0.5384 1.0385 0.6026 0.5787 -0.0065
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
166 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.4962 0.4962 0.4962 1.0352 1.1070 2.4193 1.1217 1.1032 1.0654 0.4962 1.0352 1.1070 2.4193 1.1217 1.1032 1.0654 0.5121 0.7540 0.7540 0.5121 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450 0.2836 0.2836 0.2065 0.2065 0.2065 0.2065 0.0829 0.0829 0.0771 0.1542 0.0772 0.1545 0.0773 2.1757 0.0775 0.1551 0.0776 0.1553 0.0777 0.1556
0.4962 0.4962 0.4962 1.0352 1.1070 2.4193 1.1217 1.1032 1.0654 0.4962 1.0352 1.1070 2.4193 1.1217 1.1032 1.0654 0.5121 0.7540 0.7540 0.5121 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450 0.2836 0.2836 0.2065 0.2065 0.2065 0.2065 0.0829 0.0829 0.0771 0.1542 0.0772 0.1545 0.0773 2.1757 0.0775 0.1551 0.0776 0.1553 0.0777 0.1556
-0.9563 -0.9563 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9743 -1.5731 -1.5731 -0.9743 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441 -0.3968 -0.3968 -0.2811 -0.2811 -0.2811 -0.2811 -0.1239 -0.1239 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -0.2314
-0.4956 -0.4956 -0.4957 -1.0346 -1.1064 -2.4186 -1.1210 -1.1024 -1.0646 -0.4957 -1.0346 -1.1064 -2.4186 -1.1210 -1.1024 -1.0646 -0.5112 -0.7531 -0.7531 -0.5112 -0.4834 -0.4834 -2.6369 -2.6369 -0.4857 -0.4857 -0.4800 -0.4800 -2.6424 -2.6424 -0.4754 -0.4754 -0.4439 -0.4439 -0.2824 -0.2824 -0.2054 -0.2054 -0.2054 -0.2054 -0.0815 -0.0815 -0.0759 -0.1531 -0.0760 -0.1533 -0.0761 -2.1745 -0.0762 -0.1538 -0.0763 -0.1540 -0.0764 -0.1543
17:07:07 03/17/10
-0.4956 -0.4957 -0.4957 -1.0346 -1.1064 -2.4186 -1.1210 -1.1024 -1.0646 -0.4957 -1.0346 -1.1064 -2.4186 -1.1210 -1.1024 -1.0646 -0.5112 -0.7531 -0.7531 -0.5112 -0.4834 -0.4834 -2.6369 -2.6369 -0.4857 -0.4857 -0.4800 -0.4800 -2.6424 -2.6424 -0.4754 -0.4754 -0.4439 -0.4439 -0.2824 -0.2824 -0.2054 -0.2054 -0.2054 -0.2054 -0.0815 -0.0815 -0.0759 -0.1531 -0.0760 -0.1533 -0.0761 -2.1745 -0.0762 -0.1538 -0.0763 -0.1540 -0.0764 -0.1543
0.9563 0.9563 0.9563 1.9948 2.1400 3.7869 2.1400 2.0771 2.0129 0.9563 1.9948 2.1400 3.7869 2.1400 2.0771 2.0128 0.9743 1.5731 1.5731 0.9743 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4941 1.1261 1.1261 0.8441 0.8442 0.3968 0.3968 0.2811 0.2811 0.2811 0.2811 0.1239 0.1238 0.1157 0.2314 0.1157 0.2314 0.1157 1.4698 0.1157 0.2314 0.1157 0.2314 0.1157 0.2314
0.5548 0.5545 0.5318 0.5776 0.6283 0.6798 0.7346 0.7899 0.8476 0.5311 0.5790 0.6276 0.6806 0.7341 0.7905 0.8472 0.8820 0.8998 0.9000 0.8822 0.9271 0.9272 0.9555 0.9555 0.9839 0.9839 1.0128 1.0128 1.0421 1.0420 1.0715 1.0715 1.1009 1.1012 1.1620 1.1620 1.1209 1.1414 1.1410 1.1209 1.4104 1.4104 1.1749 1.1881 1.2015 1.2151 1.2287 1.2425 1.2563 1.2702 1.2841 1.2981 1.3121 1.3262
0.5545 0.5260 0.5315 0.5509 0.6281 0.6626 0.7345 0.7824 0.8475 0.5002 0.5788 0.6059 0.6805 0.7219 0.7904 0.8445 0.8816 0.8993 0.9009 0.8820 0.9273 0.9294 0.9555 0.9581 0.9840 0.9873 1.0127 1.0166 1.0419 1.0465 1.0712 1.0762 1.1062 1.1007 1.1614 1.1711 1.1273 1.1409 1.1488 1.1206 1.4095 1.4014 1.1833 1.1876 1.2077 1.2145 1.2329 1.2419 1.2584 1.2695 1.2842 1.2974 1.3102 1.3254
0.0298 -0.0064 0.0285 -0.0064 0.0331 -0.0066 0.0364 -0.0068 0.0386 -0.0063 0.0310 -0.0065 0.0349 -0.0067 0.0376 -0.0068 -0.0074 0.0180 -0.0077 0.0249 0.0185 -0.0077 0.0189 -0.0077 0.0193 -0.0078 0.0196 -0.0078 0.0199 -0.0078 0.0201 -0.0078 -0.0079 0.0203 0.0077 -0.0083 -0.0080 0.0120 -0.0082 0.0162 0.0093 -0.0084 -0.0084 0.0082 -0.0084 0.0086 -0.0084 0.0088 -0.0084 0.0090 -0.0084 0.0092 -0.0084 0.0092
Helman O. Mozo
Page
Job
167 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.0779 2.1907 0.0780 0.1609 0.0829 0.5330 3.3363 3.4293 0.8647 5.4117 6.2004 2.3586 2.3586 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 0.5470 0.6679 0.8647 1.1279 6.2004 0.4962 1.0292 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 6.2916 1.2844 2.3533 1.2791 1.2791 1.0743 2.0327 2.1834 1.9935 1.9935 1.9119 0.5533
0.0779 2.1907 0.0780 0.1609 0.0829 0.5330 3.3363 3.4293 0.8647 5.4117 6.2004 2.3586 2.3586 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 0.5470 0.6679 0.8647 1.1279 6.2004 0.4962 1.0292 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 6.2916 1.2844 2.3533 1.2791 1.2791 1.0743 2.0327 2.1834 1.9935 1.9935 1.9119 0.5533
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17:07:07 03/17/10
1.3402 1.3543 1.3683 1.3823 1.3964 0.4866 0.4424 0.3970 0.3423 0.2892 0.2294 0.0027 -0.0061 1.1881 1.2150 1.2425 1.2701 1.2981 1.3262 1.3543 1.3823 0.4859 0.4397 0.3940 0.3413 0.2753 0.2290 496.1889 0.4767 1000.0000 858.8536 1000.0000 1000.0000 1000.0000 915.7689 0.2339 0.1480 0.2869 0.3455 0.3893 0.4333 -0.0082 -0.0072 0.0000 0.0244 0.0201 0.0214 0.0084 0.0409 0.0648 0.0782 0.0772 0.1145 0.8152
1.3363 1.3535 1.3624 1.3815 1.3884 0.4862 0.4421 0.3965 0.3416 0.2881 0.2279 0.0045 -0.0073 1.1953 1.2202 1.2456 1.2713 1.2972 1.3232 1.3494 1.3754 0.4523 0.4084 0.3639 0.3134 0.2505 0.2120 0.4756 0.4750 0.0045 0.0026 0.0263 0.0382 0.0894 0.1124 0.2321 0.1462 0.2850 0.3435 0.3873 0.4314 -0.0092 -0.0091 0.0000 0.0225 0.0189 0.0189 0.0062 0.0383 0.0623 0.0762 0.0762 0.1126 0.8139
-0.0084 0.0093 -0.0084 0.0093 -0.0084 0.0285 0.0312 0.0339 0.0368 0.0382 0.0373 -0.0015 0.0114 -0.0083 -0.0084 -0.0084 -0.0084 -0.0084 -0.0084 -0.0084 -0.0084 -0.0062 -0.0062 -0.0062 -0.0061 -0.0060 -0.0060 -0.0253 -0.0432 157.8573 57.7411 85.5926 68.7831 133.4020 61.5371 -0.0511 -0.0493 -0.0515 -0.0494 -0.0478 -0.0455 -0.0076 -0.0130 0.0000 -0.0232 -0.0272 -0.0335 -0.0176 -0.0375 -0.0408 -0.0475 -0.0386 -0.0485 -0.0555
Helman O. Mozo
Page
Job
168 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
0.5498 0.5719 0.5681 0.5390 0.4962 1.0352 2.4193 1.1032 0.4962 1.1070 1.1217 1.0654 0.5121 0.7540 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 1.0292 2.3586 1.0743 1.2791 1.2791
0.5498 0.5719 0.5681 0.5390 0.4962 1.0352 2.4193 1.1032 0.4962 1.1070 1.1217 1.0654 0.5121 0.7540 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 1.0292 2.3586 1.0743 1.2791 1.2791
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17:07:07 03/17/10
-0.5491 -0.5712 -0.5674 -0.5384 -0.4957 -1.0346 -2.4186 -1.1024 -0.4957 -1.1064 -1.1210 -1.0646 -0.5112 -0.7531 -0.4834 -2.6369 -0.4857 -0.4800 -2.6424 -0.4754 -0.4439 -0.2824 -0.2054 -0.2054 -0.0815 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766 -0.0815 -0.1530 -0.1533 -2.1745 -0.1538 -0.1540 -0.1543 -2.1893 -0.1596 -0.5325 -3.3359 -3.4289 -0.8644 -1.1277 -6.2002 -0.0000 -1.0286 -2.3586 -0.2154 -1.2791 -0.2557
1.0385 1.1014 1.1014 1.0385 0.9562 1.9948 3.7868 2.0770 0.9562 2.1399 2.1399 2.0128 0.9743 1.5730 1.1750 2.5205 1.1525 1.1393 2.4940 1.1260 0.8441 0.3968 0.2811 0.2811 0.1238 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1238 0.2314 0.2314 1.4698 0.2314 0.2314 0.2314 1.4698 0.2395 0.9963 1.4614 1.6799 1.5913 2.2065 4.6097 0.9562 1.9526 6.1434 3.2039 3.7344 3.8032
0.7537 0.7524 0.6939 0.6926 0.6360 0.6346 0.5804 0.5789 0.5277 0.5262 0.5543 0.5530 0.6652 0.6639 0.7845 0.7832 0.5024 0.5008 0.6082 0.6067 0.7239 0.7225 0.8463 0.8450 0.8831 0.8820 0.9015 0.9004 0.9297 0.9294 0.9587 0.9582 0.9878 0.9873 1.0173 1.0166 1.0471 1.0464 1.0770 1.0762 1.1072 1.1063 1.1719 1.1710 1.1283 1.1275 1.1501 1.1492 1.4025 1.4014 1.1840 1.1832 1.2085 1.2078 1.2338 1.2329 1.2593 1.2584 1.2851 1.2842 1.3112 1.3102 1.3373 1.3363 1.3634 1.3624 1.3895 1.3884 1.1961 1.1953 1.2211 1.2202 1.2465 1.2456 1.2722 1.2713 1.2981 1.2972 1.3242 1.3232 1.3504 1.3494 1.3765 1.3754 0.4550 0.4535 0.4133 0.4114 0.3690 0.3670 0.3186 0.3167 0.2591 0.2573 0.2142 0.2125 0.4772 496.1889 0.4772 0.5084 -0.0073 -0.0082 0.0045 858.8536 0.0213 0.0201 0.0408 1000.0000
-0.0542 -0.0527 -0.0509 -0.0487 -0.0462 -0.0475 -0.0519 -0.0549 -0.0448 -0.0499 -0.0536 -0.0560 -0.0414 -0.0341 -0.0346 -0.0351 -0.0354 -0.0358 -0.0360 -0.0363 -0.0365 -0.0231 -0.0321 -0.0276 -0.0248 -0.0234 -0.0238 -0.0242 -0.0244 -0.0246 -0.0247 -0.0248 -0.0248 -0.0248 -0.0236 -0.0240 -0.0243 -0.0245 -0.0247 -0.0248 -0.0248 -0.0248 -0.0445 -0.0465 -0.0486 -0.0503 -0.0518 -0.0479 -0.0254 -0.0064 -0.0072 57.7412 -0.0270 68.7833
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 8.8379 1.2844 7.0779 1.2791 6.0710 2.5654 7.2799 2.1834 1.9935 1.9935 1.0892 0.5533 0.5498 0.5719 0.5681 0.5390 0.4962 1.0352 2.4193 1.1032 0.4962 1.1070 1.1217 1.0654 0.5121 0.7540 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780
1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 4.0520 1.2844 2.4949 1.2791 1.4226 1.4640 2.8474 2.1834 1.9935 1.9935 1.0892 0.5533 0.5498 0.5719 0.5681 0.5390 0.4962 1.0352 2.4193 1.1032 0.4962 1.1070 1.1217 1.0654 0.5121 0.7540 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780
-5.1050 -2.5180 -6.8162 -6.6717 -3.7979 -2.8153 -2.2294 -2.0018 -6.1434 -9.0855 -2.9973 -9.2343 -3.7345 -6.0881 -4.6437 -6.6766 -6.3215 -5.1050 -5.1050 -2.5180 -1.0386 -1.0386 -1.1014 -1.1014 -1.0386 -0.9563 -1.9948 -3.7869 -2.0771 -0.9563 -2.1400 -2.1400 -2.0129 -0.9743 -1.5731 -1.1750 -2.5205 -1.1525 -1.1393 -2.4941 -1.1261 -0.8441 -0.3968 -0.2811 -0.2811 -0.1239 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157
-1.9934 -1.0891 -7.4031 -3.1322 -1.9924 -1.5323 -1.2146 -1.0796 -2.3586 -8.8379 1.4624 -7.0779 -1.2791 -6.0710 -2.5653 -7.2799 -2.1834 -1.9934 -1.9934 -1.0891 -0.5525 -0.5491 -0.5712 -0.5674 -0.5384 -0.4957 -1.0346 -2.4186 -1.1024 -0.4957 -1.1064 -1.1210 -1.0646 -0.5112 -0.7531 -0.4834 -2.6369 -0.4857 -0.4800 -2.6424 -0.4754 -0.4439 -0.2824 -0.2054 -0.2053 -0.0815 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766
17:07:07 03/17/10
-1.9934 -0.1734 -7.4031 -3.1322 -1.9923 -1.5323 -1.2146 -1.0795 -0.0106 -4.0520 31.3973 -2.4949 -0.0058 -1.4226 -1.4639 -2.8474 -2.1833 -1.9934 -0.0090 -1.0891 -0.5525 -0.5491 -0.5712 -0.5674 -0.5384 -0.4956 -1.0346 -2.4186 -1.1024 -0.4957 -1.1064 -1.1210 -1.0646 -0.5112 -0.7531 -0.4834 -2.6369 -0.4857 -0.4800 -2.6424 -0.4754 -0.4439 -0.2824 -0.2054 -0.2054 -0.0815 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766
5.1050 2.5796 6.8162 6.6717 3.7979 2.8153 2.2294 2.0018 6.3013 9.0855 -185.1486 9.2343 3.8200 6.0881 4.6437 6.6765 6.3215 5.1050 5.2384 2.5180 1.0385 1.0385 1.1014 1.1014 1.0385 0.9563 1.9948 3.7869 2.0771 0.9563 2.1400 2.1400 2.0128 0.9743 1.5731 1.1750 2.5205 1.1525 1.1393 2.4941 1.1261 0.8441 0.3968 0.2811 0.2811 0.1238 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157
0.0782 0.0772 0.1143 915.7689 0.2212 0.2422 0.1381 0.1512 0.2869 0.3096 0.3394 0.3667 0.3894 0.4175 0.4290 0.4593 0.0070 1000.0000 0.0071 0.0017 0.0000 0.0000 0.0049 0.0071 0.0295 1000.0000 0.0297 0.0278 0.0066 0.0039 0.0412 0.0427 0.0533 0.0586 0.0915 0.0963 0.0915 1000.0000 0.1143 0.1237 0.8151 0.8187 0.7535 0.7619 0.6938 0.7069 0.6359 0.6536 0.5801 0.6025 0.5274 0.5543 0.5525 0.5772 0.6641 0.6795 0.7838 0.7898 0.5018 0.5308 0.6074 0.6274 0.7232 0.7339 0.8458 0.8471 0.8827 0.8816 0.9018 0.8997 0.9297 0.9273 0.9587 0.9554 0.9877 0.9839 1.0173 1.0126 1.0470 1.0420 1.0770 1.0712 1.1069 1.1006 1.1718 1.1615 1.1282 1.1204 1.1496 1.1405 1.4025 1.4095 1.1838 1.1743 1.2085 1.2010 1.2337 1.2281 1.2593 1.2557 1.2851 1.2834 1.3112 1.3114 1.3373 1.3395 1.3634 1.3675
-0.0385 61.5372 -0.0060 -0.0056 -0.0062 -0.0062 -0.0063 -0.0063 157.8565 -0.0017 0.0000 -0.0026 85.5922 -0.0039 -0.0022 -0.0043 -0.0046 -0.0053 133.4019 -0.0055 -0.0068 -0.0068 -0.0067 -0.0066 -0.0065 -0.0064 -0.0065 -0.0066 -0.0068 -0.0064 -0.0066 -0.0067 -0.0069 -0.0074 -0.0076 -0.0076 -0.0077 -0.0077 -0.0078 -0.0078 -0.0078 -0.0078 -0.0083 -0.0080 -0.0081 -0.0084 -0.0083 -0.0083 -0.0083 -0.0084 -0.0084 -0.0084 -0.0084 -0.0084
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 2.3586 1.2791 1.9935 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 2.3586 1.2791 1.9935 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.1239 -0.2314 -0.2314 -1.4698 -0.2314 -0.2314 -0.2314 -1.4698 -0.2396 -0.9964 -1.4615 -1.6800 -1.5914 -2.2065 -4.6097 -0.9563 -6.1434 -3.1461 -3.7345 -3.7345 -5.1050 -2.5180 -6.1434 -3.7345 -5.1050 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
-0.0815 -0.1530 -0.1533 -2.1745 -0.1538 -0.1540 -0.1543 -2.1893 -0.1595 -0.5325 -3.3359 -3.4289 -0.8644 -1.1277 -6.2002 -0.0000 -0.0106 0.2057 -0.0058 0.2442 -0.0090 0.1636 -2.3586 -1.2791 -1.9934 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766 -0.0815
17:07:07 03/17/10
-0.0815 -0.1531 -0.1533 -2.1745 -0.1538 -0.1540 -0.1543 -2.1893 -0.1595 -0.5325 -3.3359 -3.4289 -0.8644 -1.1276 -6.2002 -0.4957 -2.3586 -1.0742 -1.2791 -1.2790 -1.9934 -1.0891 -2.3586 -1.2791 -1.9934 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766 -0.0815
0.1238 0.2314 0.2314 1.4698 0.2314 0.2314 0.2314 1.4698 0.2395 0.9964 1.4615 1.6800 1.5914 2.2065 4.6097 0.9563 5.9856 3.0601 3.6489 3.6321 4.9716 2.4338 6.1434 3.7345 5.1051 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
1.3895 1.1961 1.2210 1.2465 1.2722 1.2981 1.3242 1.3504 1.3765 0.4538 0.4106 0.3664 0.3151 0.2524 0.2138 496.1889 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 -0.0067 0.0246 0.0879 1.1748 1.2016 1.2287 1.2563 1.2841 1.3121 1.3402 1.3683 1.3964
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 131.36 1468.65 -427.87 -771.78 2657.83 406.19 1299.78 D128P 131.35 771.78 -2657.82 -135.21 6848.12 311.86 2052.84 D129P 131.35 -227.64 -1652.06 457.13 -2817.82 114.42 -2228.59 D130P 131.34 -65.70 -559.92 -676.54 6827.52 -301.50 2545.91 D131P 131.33 -32.79 227.09 385.07 -4628.73 108.18 -1351.70 D132P 131.32 -181.20 -3108.73 -908.39 18822.51 -269.10 3880.95 D133P 131.32 908.39 -18822.51 877.43 -23108.54 320.06 -7515.04 D134P 131.32 23.51 -1857.98 -550.10 -16595.80 -106.33 -3726.36 D135P 131.31 23.51 1857.99 464.66 -908.74 84.08 163.49 D136P 131.31 -464.66 908.75 -448.31 3057.15 -110.10 478.27 D137P 131.31 448.31 -3057.14 15.67 118.07 92.38 -585.18 D138P 131.31 -15.67 -118.07 532.89 -2097.90 102.26 -438.14 D139P 131.31 -532.89 2097.90 -586.43 5282.75 -147.59 973.18
1.3955 -0.0084 1.1876 -0.0083 1.2145 -0.0083 1.2419 -0.0084 1.2695 -0.0084 1.2974 -0.0084 1.3254 -0.0084 1.3535 -0.0084 1.3815 -0.0084 0.4855 -0.0063 0.4396 -0.0063 0.3941 -0.0063 0.3404 -0.0062 0.2743 -0.0061 0.2274 -0.0061 0.5084 0.0108 0.0017 -157.8596 0.0028 -86.0544 0.0278 -85.5998 0.0427 -102.3967 0.0963 -133.4119 0.1237 -84.2064 -0.0073 0.0063 0.0233 0.0209 0.0868 0.0295 1.1745 0.0080 1.2010 0.0084 1.2282 0.0087 1.2557 0.0089 1.2834 0.0091 1.3114 0.0092 1.3395 0.0093 1.3675 0.0093 1.3955 0.0093
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
131.31 586.43 131.31 -67.79 131.31 -481.37 90.27 -2278.48 606.26 647.46 90.27 -1348.49 90.28 3165.91 90.29 2361.60 90.30 1542.09 6.18 -586.18 6.17 15.83 53.66 275.09 -0.06 391.64 -0.03 -34.28 606.25 647.46 131.32 550.10 131.33 -385.07 131.33 676.54 131.34 -457.13 131.35 135.21 90.28 -5405.15 90.28 2734.77 90.28 -3088.16 90.29 -3623.06 90.29 2238.32 90.30 -2412.93 90.30 -2464.60 90.30 1696.38 6.17 728.80 6.17 -327.27 6.18 1072.05 6.18 411.43 6.19 405.58 53.67 -75.26 53.68 232.96 -0.06 -261.50 -0.05 -70.98 -0.04 -43.80 -0.04 -59.47 -0.02 -32.00 -0.01 25.01 -0.01 -18.64 -0.06 86.10 -0.05 -145.17 -0.05 -36.29 -0.04 -30.51 -0.03 -25.72 -0.02 -11.96 -0.02 17.72 -0.01 24.43 -0.00 13.29 -29.31 -10499.26 -29.31 -3778.38 -29.31 2445.98
-5282.74 1096.93 666.25 -3731.25 3777.89 728.50 3398.84 2673.72 1631.75 -691.66 -2757.89 293.72 -868.84 20.87 -3777.86 16595.81 4628.74 -6827.51 2817.84 -6848.10 -6912.12 2961.17 -4464.34 -4634.38 2464.76 -3435.24 -2837.93 1407.33 618.51 -1496.42 -287.73 287.57 -16.54 -84.64 779.26 24.28 60.10 225.30 35.46 20.74 205.21 20.99 -579.01 -506.65 -416.20 -311.23 -179.66 -106.32 -91.59 -61.30 -1.45 1008.72 413.55 -130.34
67.79 481.37 -388.17 -3165.93 1172.83 2278.47 5405.14 3623.04 2464.58 -1072.07 -671.42 75.26 -86.13 11.93 498.39 877.43 181.20 32.79 65.70 227.64 -2734.79 3088.14 -2361.62 -2238.34 2412.91 -1542.11 -1696.40 946.51 -15.85 -728.82 327.25 586.16 -411.45 -232.96 891.29 145.15 36.27 30.49 25.70 -17.74 -24.45 -13.31 261.48 70.95 43.78 59.45 34.25 31.98 -25.04 18.62 -0.02 3778.40 -2880.09 7199.33
-1096.93 -666.25 1363.29 -3398.85 -2033.91 3731.23 6912.10 4634.37 2837.92 287.75 2330.05 84.67 578.99 106.30 1736.41 23108.55 3108.74 -227.08 559.93 1652.07 -2961.19 4464.32 -2673.74 -2464.77 3435.23 -1631.77 -1407.34 1651.34 2757.91 -618.49 1496.44 691.69 -287.55 -779.23 -333.10 506.62 416.17 311.21 179.64 91.57 61.27 1.43 -24.30 -60.12 -225.33 -35.48 -20.89 -20.77 -205.24 -21.01 -0.03 -413.55 294.58 -59.96
17:07:07 03/17/10
120.72 86.68 -100.77 -3279.77 1720.14 558.55 5163.28 3605.21 2413.66 -1167.19 -461.45 348.20 551.03 -40.30 541.40 199.72 -60.24 258.83 -185.63 209.61 -4903.58 3507.78 -3283.00 -3530.96 2801.94 -2382.55 -2506.63 1592.10 501.82 -743.35 984.93 702.17 -4.13 -306.33 1117.35 -209.85 -62.60 -24.01 -60.92 -89.72 1.01 -57.62 626.90 -133.87 13.50 52.19 15.39 36.12 -13.20 77.64 23.92 -3917.40 -3262.00 4808.94
-1177.21 90.26 235.21 -4295.24 1648.03 2678.52 6211.41 4402.46 2692.57 -284.31 -301.15 376.06 -522.77 229.35 -964.57 5554.98 2286.20 -2574.15 1601.84 -3001.62 -5947.77 4473.19 -4300.04 -4276.60 3554.21 -3052.42 -2557.40 1842.57 2376.57 -1488.62 850.78 689.27 -214.05 -858.57 443.42 957.54 859.01 967.66 387.95 202.56 480.64 40.43 -1088.15 -1022.23 -1157.06 -625.34 -361.73 -229.22 -535.37 -148.46 -2.67 346.91 346.91 -94.88
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-29.30 -29.30 -29.30 -29.30 -29.30 -29.30 -29.30 -29.30 -29.30 -29.30 -29.30 -29.30 -29.30 66.30 163.52 66.30 66.30 66.29 66.29 -11.53 -11.53 29.65 -0.00 -0.00 163.52 -29.30 -29.30 -29.30 -29.31 -29.31 66.30 66.30 66.29 66.29 66.29 66.29 66.29 66.29 -11.53 -11.53 -11.53 -11.53 -11.53 29.65 29.65 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
1445.44 522.25 -1023.18 -4978.75 2012.46 2012.47 -5273.76 4362.01 -905.27 -4757.70 4181.57 253.51 -4616.80 2893.53 699.50 -6712.08 -3281.88 -2880.79 -1931.10 -393.65 -2090.46 157.16 -175.99 -84.01 699.53 -4833.04 -2383.10 44.97 -7199.31 2880.10 2912.58 -3823.86 1615.11 2173.85 -2597.09 1248.32 1028.20 -1263.08 918.87 -165.89 870.04 456.85 71.00 -303.13 68.70 -344.97 -257.35 -76.46 -122.74 -35.81 100.45 12.39 203.08 98.20
12.75 -19.40 5.48 2.60 -2.28 2.28 40.84 -49.37 2.19 -99.07 175.34 -141.70 -216.37 3910.57 -723.71 -8136.15 -5267.78 -4890.49 -3243.57 -194.90 -1312.25 256.14 87.25 -65.26 723.71 7.63 7.88 -42.36 59.96 -294.58 4221.71 -6222.23 2518.75 3207.04 -4370.95 2073.21 1348.81 -1911.44 561.20 -1262.70 -440.83 -888.31 293.30 -151.64 -22.06 -355.27 -196.59 -78.01 -118.65 -53.90 60.04 -20.85 -112.98 -254.87
-44.96 2383.12 4978.75 -7371.36 4833.03 5273.77 -4362.01 905.27 4757.70 -4181.57 -253.50 4616.80 -3618.69 3281.86 9118.30 -2893.54 -2912.60 -2173.87 -1028.22 -870.07 -6884.03 303.10 -203.11 -22.09 -2354.80 -7371.37 1023.19 -522.23 -1445.43 -2445.96 3823.84 -1615.13 2880.78 2597.08 -1248.33 1931.08 1263.06 -1415.29 2090.44 -918.89 165.87 393.63 -456.87 -68.73 62.72 -98.22 -37.59 -14.26 -35.73 27.19 37.82 1.60 344.95 257.33
42.36 -7.88 -2.60 -16.98 -7.63 -40.84 49.37 -2.19 99.07 -175.34 141.70 216.37 -381.29 5267.77 -595.21 -3910.59 -4221.73 -3207.06 -1348.83 440.85 6011.23 151.64 112.95 38.37 320.12 16.98 -5.48 19.40 -12.75 130.34 6222.22 -2518.77 4890.47 4370.93 -2073.23 3243.55 1911.42 -1914.93 1312.27 -561.18 1262.72 194.92 888.33 22.06 -183.77 254.85 116.18 77.18 70.77 -24.31 -40.87 -12.21 355.25 196.57
17:07:07 03/17/10
568.88 892.21 976.94 -2213.43 1382.30 1254.94 -1162.02 1048.73 761.70 -1178.69 724.83 1020.72 -954.43 3720.11 9277.65 -5769.14 -3731.61 -3044.98 -1782.72 -889.49 -6316.88 457.43 -683.75 -191.36 -782.10 -1707.50 -401.81 -174.15 -4099.59 250.80 4058.09 -3276.50 2708.37 2874.05 -2316.52 1915.30 1380.28 -1613.48 2118.16 -763.55 729.15 598.63 -271.60 -369.58 130.61 -799.34 -531.97 -163.63 -285.81 -15.55 249.40 25.22 988.43 641.24
22.39 -8.38 0.71 -2.58 -2.00 -6.64 10.88 -10.27 20.02 -36.18 58.50 15.65 -69.26 5529.12 -1246.36 -7235.28 -5716.57 -4878.04 -2766.51 173.11 3307.48 405.28 361.10 -48.49 493.20 3.44 0.71 -8.38 22.39 -94.88 6291.52 -5265.66 4463.39 4565.04 -3882.03 3202.86 1963.99 -2305.04 1318.68 -1283.77 578.51 -488.06 831.72 -128.79 -204.56 -181.13 -145.03 -1.50 -86.34 -141.06 34.59 -59.61 436.97 -105.15
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -448.01 -448.01 -448.00 -448.00 -448.00 -448.01 -448.01 -448.02 -448.02 -448.03 -448.03 71.18 394.31 712.89 777.39 1338.00 -329.28 -596.66 -329.28 -329.28 -329.28 -329.29 33.15 33.16 13.53 0.04 0.02 -596.65 -448.01 -448.00 -448.00 -448.00 -448.01 -329.28 -329.28 -329.28 -329.29 -329.29 -329.29 -329.29 -329.29 33.16 33.16 33.16 33.15 33.15 13.52
37.57 -116.21 14.24 -77.20 35.71 -70.80 22.07 -38.40 -27.22 24.28 -37.85 40.84 -1.62 12.18 1776.00 1233.12 901.62 3382.92 -285.63 -527.42 -84.27 -2136.92 -32.63 193.30 -181.30 3032.13 909.22 18799.49 24.84 1919.44 24.84 -1919.45 -473.12 -891.28 472.41 3092.34 34.53 208.71 -791.47 -2352.23 890.76 5635.92 -276.01 -1383.80 -663.29 -780.63 -2369.20 -3612.29 -85.14 -3944.79 357.79 -2153.86 2606.96 4196.01 1899.55 3389.86 1192.50 2058.61 -522.55 -716.83 -65.87 -3177.41 634.91 -124.24 -641.82 761.41 -33.24 46.27 -85.14 3944.77 549.11 -16707.88 -385.94 -4750.14 677.57 7703.86 -401.48 -340.53 53.86 7477.85 -4503.44 -8309.14 2192.87 3802.36 -2727.03 -5058.50 -3029.45 -5552.40 1776.37 3219.73 -2075.96 -3926.55 -2084.85 -3688.38 1385.99 2339.66 660.33 881.79 -201.91 -1539.84 1038.18 -94.17 540.32 382.33 -363.77 -534.13 -283.92 30.27
76.44 77.99 122.71 118.62 83.98 65.23 35.79 53.88 -100.48 -60.07 -12.41 20.82 -0.02 -0.02 -901.62 -3382.94 -53.85 -7477.87 401.48 340.52 -677.57 -7703.88 385.94 4750.12 -909.22 -18799.50 877.91 23109.53 -549.11 16707.87 473.12 891.27 -472.41 -3092.35 -34.53 -159.34 791.47 2382.95 -890.76 -5605.63 276.01 1389.93 663.29 833.93 -736.95 -1639.18 -2606.98 -4196.02 1517.43 2140.39 2369.18 3612.27 4503.43 8309.13 3029.43 5552.39 2084.83 3688.36 -1038.20 94.19 -2644.02 498.05 283.92 -30.29 304.44 821.01 11.56 130.02 210.41 -858.99 877.91 -23109.54 181.30 -3032.14 32.63 -193.31 84.27 2136.90 285.63 527.40 -2192.89 -3802.38 2727.01 5058.49 -1899.57 -3389.88 -1776.39 -3219.74 2075.95 3926.54 -1192.52 -2058.63 -1386.00 -2339.68 850.70 553.13 65.85 3177.43 -660.35 -881.77 201.89 1539.86 522.53 716.86 -540.34 -382.31 -307.39 816.97
17:07:07 03/17/10
205.63 247.01 215.87 104.36 -230.31 -90.64 -2.96 509.65 415.32 57.76 -309.46 108.50 -269.33 320.30 -105.86 85.77 -114.03 87.18 163.31 -221.81 215.30 81.17 -162.28 -2997.70 1353.49 1637.82 4283.37 2969.26 1974.30 -1098.57 -1907.42 913.19 -608.51 -39.10 59.19 199.65 -60.47 259.14 -150.43 196.11 -4033.93 2963.78 -2787.10 -2895.08 2320.67 -1968.96 -2090.87 1347.40 511.14 -606.92 872.85 748.11 -636.37 -587.68
-68.94 74.71 -10.04 27.93 -64.54 111.22 21.93 -1253.07 -2006.13 -93.19 -3997.34 1518.08 -3894.19 7511.09 3761.40 -177.09 -480.40 583.97 512.42 -1049.29 1296.44 -115.24 -280.44 -4703.80 -1705.13 875.93 7533.21 5386.90 3462.03 -438.26 -1885.92 -153.58 2854.07 317.95 1458.00 -5570.80 -2299.44 2740.53 851.89 4624.45 -7296.10 5337.86 -5089.39 -5284.43 4304.98 -3605.53 -3631.36 1742.65 2857.17 -1704.50 1017.58 773.68 -645.06 842.04
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
13.51 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.00 -464.25 -464.25 -464.26 -464.27 -464.28 -464.30 -464.31 -464.33 -464.34 -464.35 -464.36 550.80 1058.59 1559.24 1623.74 1623.73 -418.10 -248.04 -418.11 -418.10 -418.09 -418.08 12.31 12.31 -20.96 -0.01 -0.00 -248.04 -464.32 -464.29 -464.28 -464.27 -464.25 -418.10 -418.09 -418.09 -418.08
307.39 -9.17 -135.13 -27.57 -63.55 -32.29 25.08 -18.63 -304.46 -51.08 -60.26 -24.44 -27.24 -11.58 17.61 24.47 13.29 5722.33 1939.49 -2069.52 -2271.38 683.04 -7108.55 9299.14 -1689.18 -1689.19 4468.05 -3491.12 954.92 3610.62 -2823.59 -508.56 4125.35 2400.88 -886.25 -4404.99 -2908.07 -2407.68 -1582.55 -292.61 -2043.54 -1003.62 -1450.23 -67.45 -886.28 5055.86 5813.90 112.85 6201.26 -838.49 2224.05 -3179.74 1245.33 1611.09
-817.00 992.23 133.00 51.06 94.38 60.23 264.82 24.41 63.17 27.21 42.90 -17.63 218.82 -24.49 25.95 -13.31 -821.04 9.14 -548.59 135.11 -460.19 27.55 -341.09 63.53 -206.46 33.21 -130.04 32.27 -112.31 -25.11 -67.78 18.61 -4.72 -0.03 465.39 -1939.51 167.70 838.48 -76.37 -6201.28 8.06 -112.87 -19.28 -5813.91 6.75 -9299.15 5.17 8105.22 1.02 -5055.85 -1.02 -4468.06 47.76 3491.12 -76.65 -954.93 31.18 -3610.62 294.24 2823.59 -242.18 508.56 122.17 -4125.35 108.98 3149.06 3190.95 2908.05 478.34 -10829.39 -3687.64 -2400.90 -4725.03 -2224.06 -4130.71 -1611.10 -2594.68 -645.00 -150.84 -831.88 -1336.32 -8307.10 -207.18 -604.08 -1264.25 -402.25 -64.31 -6.48 -478.34 1272.34 9.27 8105.23 8.07 7108.54 -42.30 -683.06 51.20 2271.36 -186.48 2069.50 3154.53 3179.72 -5216.50 -1245.34 1923.91 2407.66 2377.03 2119.03
-83.50 1291.64 -894.98 548.57 75.56 1229.29 460.17 -135.09 1000.18 341.07 -5.70 1092.79 206.43 -65.54 486.25 112.28 -90.05 279.88 67.76 1.06 516.87 4.70 -57.62 55.28 -133.02 -532.64 -1720.75 -94.40 151.54 -1159.71 -264.85 -58.99 -1307.69 -63.19 70.50 -729.17 -46.29 10.77 -455.86 -42.92 37.31 -311.95 -218.84 -13.53 -597.26 -25.97 77.68 -169.09 -0.02 23.92 -8.56 -167.70 2204.90 173.51 186.48 1360.93 173.51 -51.20 -4123.64 -63.60 42.30 -968.48 20.46 -8.07 -1575.64 -8.40 -5.17 -4052.34 0.39 -17.18 3119.27 -2.15 -9.27 -1362.02 -1.67 -47.76 -1060.48 -8.40 76.65 959.83 15.00 65.34 -885.22 -2.25 -245.96 -525.08 -42.47 289.78 848.39 77.01 -116.04 -427.18 -66.10 -108.98 -971.18 2.76 217.40 843.04 37.82 4725.01 3198.15 4768.65 884.56 -11071.08 1287.91 -3190.96 -4087.62 -4131.29 -3154.55 -3091.64 -4746.73 -2377.04 -2420.95 -3920.33 -1081.75 -1341.90 -2214.72 643.05 -791.50 346.45 7008.01 -7285.52 3992.14 -178.87 -1597.82 -383.68 642.13 -3341.14 -1122.06 37.97 -133.34 -47.52 636.90 182.41 74.92 17.18 1841.35 3.70 -6.75 3818.21 0.39 19.28 -208.06 -8.40 -8.06 4017.97 20.46 76.37 711.13 -63.60 5216.48 3255.28 5042.78 -1923.93 -2665.71 -4301.46 4130.70 2200.60 3647.35 3641.63 2247.06 3625.69
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
175 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-418.08 -418.08 -418.08 -418.08 12.31 12.31 12.31 12.31 12.31 -20.96 -20.96 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00
-2119.04 912.75 644.99 -973.13 868.06 -40.98 831.86 465.29 -562.69 604.11 -541.15 -368.48 -222.80 -53.37 -103.69 -21.25 109.40 15.70 402.22 70.25 8.61 -5.76 18.02 6.46 -40.37 -42.60 -3.66
-3641.64 1442.61 1081.73 -1935.31 386.26 -1215.52 -643.03 -967.83 856.68 178.87 -33.30 -62.13 -266.43 -61.36 -122.69 -54.04 60.09 -20.93 -642.16 -143.22 -142.80 -70.90 -72.35 -37.99 24.24 40.83 12.14
-912.77 1582.54 973.12 -1282.05 2043.52 -868.08 40.96 292.59 -465.31 541.18 -1919.40 -70.27 -8.63 5.74 -18.05 40.35 42.57 3.64 368.45 222.78 53.34 103.67 67.42 21.23 -109.43 -15.72 -0.03
-1442.62 2594.67 1935.29 -517.35 1336.34 -386.24 1215.54 150.86 967.85 33.30 129.82 143.19 142.78 70.88 72.32 -24.27 -40.85 -12.17 62.11 266.41 61.34 122.67 64.29 54.01 -60.12 20.90 -0.03
17:07:07 03/17/10
-1826.39 1503.18 974.76 -1358.54 2049.38 -639.86 614.35 533.45 -723.58 1138.25 -2445.43 -791.33 -417.42 -85.91 -219.58 34.44 274.10 34.87 1390.00 528.51 111.74 176.59 154.11 49.93 -270.18 -105.19 -6.65
-3062.81 2432.09 1817.49 -1477.51 1212.49 -1127.43 402.97 -575.04 1284.23 210.87 95.93 146.20 -223.03 17.16 -90.85 -141.23 34.71 -59.69 -1046.18 222.19 -146.93 93.37 -14.54 28.90 -64.71 111.33 21.85
Helman O. Mozo
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Job
176 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 3 "COMBO 1-3"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------D0Z93P 0.4836 -496.2 -0.02541 0.0000 0.0000 0.0000 0.4836 -497.5 93.31 D1Z93P 0.483 -0.4812 -0.04284 0.8052 0.8304 0.1370 1.808 -1.806 93.29 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.005932 -1000 157.9 0.0000 0.0000 0.0000 -3.517 -1007 166.4 D4Z13P 0.004116 -858.9 57.74 0.0000 0.0000 0.0000 0.004116 -865.6 71.08 D5Z19P 0.005143 -0.006985 -0.0022 0.0475 0.0523 -0.5502 -6.335 -6.347 18.73 D6Z26P 0.03088 -1000 85.59 0.0000 0.0000 0.0000 -2.502 -1006 111.9 D7Z31P 0.04248 -1000 68.78 0.0000 0.0000 0.0000 0.04248 -1005 100.1 D8Z26P 0.0311 -0.02738 -0.00351 0.1273 0.1434 -0.6985 -5.802 -5.86 26.28 D9Z13P 0.005722 -0.00389 -0.001824 -0.0109 -0.0608 -0.3871 -6.697 -6.707 13.34 D10Z31P 0.04308 -0.04165 -0.003951 0.1090 0.0632 -0.7322 -5.451 -5.536 31.32 D11Z36P 0.05557 -0.05695 -0.004276 0.1598 0.1574 -0.6809 -5.103 -5.215 36.32 D12Z45P 0.0954 -0.0938 -0.005186 0.2417 0.2384 -0.5910 -4.508 -4.697 44.57 D13Z45P 0.09538 -1000 133.4 0.0000 0.0000 0.0000 -2.288 -1005 178 D14Z50P 0.1187 -915.8 61.54 0.0000 0.0000 0.0000 0.1187 -920 111.9 D15Z55P 0.1431 -0.1477 -0.005605 0.4856 0.4709 -0.4922 -3.74 -4.031 55.28 D16Z68P 0.2405 -0.2369 -0.05099 0.2400 0.2609 0.0996 3.272 -3.268 67.9 D17Z68P 0.2276 -0.237 -0.006228 0.2764 0.2563 -0.3090 -2.804 -3.268 67.95 D18Z55P 0.1532 -0.15 -0.04938 0.4841 0.4873 0.0819 4.036 -4.033 55.24 D19Z75P 0.2934 -0.2906 -0.05122 0.5223 0.5349 0.1112 2.827 -2.824 75.3 D20Z75P 0.2943 -0.3055 -0.006572 0.4962 0.4655 -0.2475 -2.24 -2.839 75.35 D21Z81P 0.3524 -0.3493 -0.04904 0.5231 0.5345 0.1201 2.485 -2.482 81.28 D22Z81P 0.3457 -0.3606 -0.006627 0.6014 0.5778 -0.1892 -1.787 -2.493 81.32 D23Z86P 0.3961 -0.4123 -0.00673 0.6246 0.6027 -0.1369 -1.43 -2.239 85.87 D24Z86P 0.3954 -0.3931 -0.04754 0.6233 0.6350 0.1268 2.222 -2.22 85.83 D25Z90P 0.4397 -0.4375 -0.04512 0.6385 0.6513 0.1323 2.016 -2.014 89.55 D26Z90P 0.4352 -0.4535 -0.006718 0.6729 0.6380 -0.0971 -1.141 -2.03 89.59 D27Z93P 0.4836 -0.5026 -0.006782 0.7729 0.8062 -0.0694 -0.8414 -1.828 93.33 D28Z50P 0.1188 -0.1207 -0.005421 0.1992 0.1553 -0.5120 -4.096 -4.335 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.008069 0.008971 -0.007591 0.0000 0.0000 0.0000 3.514 -7.014 8.582 D31Z19P 0.02448 -0.02281 -0.02363 0.0474 0.0528 0.0275 6.365 -6.363 18.71 D32Z26P 0.02247 -0.021 -0.02713 0.0000 0.0000 0.0000 2.555 -5.854 26.26 D33Z26P 0.02255 -0.01962 -0.03396 0.0753 0.0884 0.0382 5.855 -5.852 26.25 D34Z13P 0.007768 -0.005692 -0.01799 0.2401 0.2390 0.0199 6.711 -6.709 13.32 D35Z31P 0.04258 -0.0394 -0.03793 0.3060 0.3121 0.0461 5.537 -5.534 31.28 D36Z36P 0.06709 -0.06389 -0.04125 0.1689 0.1777 0.0534 5.225 -5.222 36.28 D37Z45P 0.08201 -0.0785 -0.04777 0.2282 0.2364 0.0657 4.685 -4.682 44.53 D38Z45P 0.08197 -0.08023 -0.03852 0.0000 0.0000 0.0000 2.465 -4.683 44.54 D39Z50P 0.119 -0.1157 -0.04873 0.3809 0.3905 0.0742 4.334 -4.33 50.31 D40Z113P 0.8158 -0.8184 -0.007226 1.0082 1.0597 0.1291 -0.5092 -2.143 113.3 D41Z113P 0.8159 -0.8146 -0.05514 1.0560 1.0500 0.1381 2.141 -2.14 113.2 D42Z110P 0.7552 -0.7607 -0.007161 0.9790 1.0309 0.0960 -0.5698 -2.086 109.9 D43Z110P 0.7554 -0.7538 -0.05391 1.0307 1.0292 0.1379 2.08 -2.079 109.9 D44Z107P 0.6964 -0.7048 -0.007094 0.9577 1.0059 0.0629 -0.6286 -2.03 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
177 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.6965 0.6394 0.6395 0.5845 0.5849 0.5328 0.5331 0.5077 0.5593 0.6113 0.6682 0.7253 0.7857 0.8461 0.5083 0.5575 0.6122 0.6672 0.726 0.785 0.8466 0.8828 0.9014 0.9009 0.8824 0.9297 0.9297 0.9584 0.9585 0.9874 0.9875 1.017 1.017 1.046 1.046 1.076 1.076 1.106 1.106 1.17 1.17 1.127 1.148 1.149 1.127 1.403 1.403 1.182 1.195 1.207 1.22 1.233 1.246 1.259
-0.695 -0.6506 -0.6379 -0.5985 -0.5831 -0.5494 -0.5314 -0.5254 -0.5577 -0.6239 -0.6668 -0.7322 -0.7843 -0.8472 -0.5065 -0.5728 -0.6105 -0.6769 -0.7245 -0.789 -0.8452 -0.8817 -0.9004 -0.9 -0.8822 -0.9276 -0.928 -0.9561 -0.9571 -0.9845 -0.9861 -1.014 -1.016 -1.043 -1.045 -1.072 -1.075 -1.105 -1.102 -1.163 -1.17 -1.126 -1.142 -1.148 -1.122 -1.409 -1.403 -1.182 -1.189 -1.207 -1.216 -1.232 -1.243 -1.258
-0.0524 -0.007023 -0.05056 -0.006946 -0.04838 -0.006868 -0.04581 -0.006829 -0.04718 -0.006985 -0.05156 -0.007127 -0.05459 -0.007257 -0.04444 -0.006905 -0.04957 -0.007059 -0.05323 -0.007193 -0.05569 -0.04128 -0.007781 -0.03411 -0.007579 -0.007836 -0.03461 -0.007829 -0.03506 -0.007879 -0.03544 -0.007872 -0.03576 -0.007913 -0.03604 -0.007906 -0.03627 -0.03647 -0.007934 -0.008282 -0.02325 -0.03213 -0.008164 -0.0277 -0.008035 -0.008362 -0.02497 -0.02353 -0.008295 -0.02399 -0.008311 -0.02434 -0.008326 -0.02459
0.9932 0.9133 0.9725 0.8889 0.9069 0.8099 0.8846 0.8161 0.8908 0.8983 0.9854 0.9625 1.0501 0.9976 0.8761 0.8453 0.9485 0.9346 1.0177 0.9981 1.0314 0.9747 1.0667 1.0452 1.0448 1.1313 1.1731 1.1494 1.1689 1.1560 1.1768 1.1767 1.1966 1.1857 1.2014 1.1899 1.2147 1.2127 1.1863 1.2839 1.2474 1.2026 1.2008 1.2317 1.1796 1.4321 1.3633 1.2718 1.3578 1.3064 1.3902 1.3337 1.4092 1.3450
17:07:07 03/17/10
0.9955 0.9628 0.9684 0.9348 0.9100 0.8522 0.8811 0.8570 0.8911 0.9468 0.9843 1.0132 1.0453 1.0434 0.8674 0.8918 0.9456 0.9834 1.0181 1.0444 1.0666 1.0278 1.1237 1.1099 1.0858 1.1501 1.1725 1.1658 1.1610 1.1753 1.1745 1.1905 1.1898 1.2009 1.1998 1.2004 1.2029 1.2127 1.2101 1.2741 1.2747 1.2393 1.2726 1.2499 1.2279 1.3597 1.3600 1.2748 1.2800 1.3024 1.3193 1.3310 1.3360 1.3402
0.1378 2.022 0.0299 -0.6856 0.1376 1.965 -0.0032 -0.7405 0.1374 1.91 -0.0363 -0.7922 0.1372 1.858 -0.0528 -0.8173 0.1373 1.884 0.0133 -0.7137 0.1377 1.993 0.0795 -0.5997 0.1380 2.111 0.1456 -0.4789 0.1371 1.833 -0.0198 -0.7675 0.1375 1.937 0.0464 -0.6578 0.1378 2.051 0.1126 -0.54 0.1382 2.172 0.1547 1.784 0.1630 0.2114 0.1624 1.591 0.1593 -0.01925 0.1627 0.2397 0.1592 1.62 0.1625 0.2684 0.1560 1.648 0.1622 0.2974 0.1528 1.677 0.1619 0.3267 0.1495 1.707 0.1617 0.3564 0.1463 1.736 0.1614 0.3862 0.1431 1.766 0.1399 1.796 0.1611 0.4161 0.1583 0.8202 0.1464 1.52 0.1390 1.704 0.1627 0.6848 0.1443 1.612 0.1650 0.5503 0.1582 1.053 0.1464 1.753 0.1464 1.532 0.1583 0.8448 0.1464 1.557 0.1583 0.87 0.1464 1.583 0.1583 0.8957 0.1464 1.609
-2.02 -1.976 -1.963 -1.924 -1.908 -1.874 -1.856 -1.85 -1.883 -1.949 -1.992 -2.057 -2.109 -2.172 -1.831 -1.898 -1.936 -2.002 -2.049 -2.114 -2.17 -1.783 -1.59 -1.59 -1.784 -1.618 -1.618 -1.646 -1.647 -1.675 -1.676 -1.704 -1.706 -1.733 -1.735 -1.762 -1.765 -1.795 -1.792 -1.513 -1.52 -1.703 -1.605 -1.611 -1.699 -1.759 -1.753 -1.532 -1.539 -1.557 -1.566 -1.582 -1.593 -1.608
106.6 103.3 103.2 99.97 99.93 96.65 96.61 94.99 98.27 101.6 104.9 108.3 111.5 114.9 94.96 98.31 101.6 105 108.2 111.6 114.9 116.9 118 117.9 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.8 131.4 132 132.5 133.1 133.6 134.2 134.7
Helman O. Mozo
Page
Job
178 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 1.272 -1.27 -0.008336 1.4218 D100Z136P 1.285 -1.284 -0.02476 1.3586 D101Z136P 1.298 -1.298 -0.008345 1.4320 D102Z137P 1.311 -1.311 -0.02488 1.3668 D103Z138P 1.324 -1.326 -0.008353 1.4377 D104Z138P 1.337 -1.337 -0.02495 1.3713 D105Z139P 1.351 -1.353 -0.008359 1.4363 D106Z139P 1.364 -1.364 -0.02497 1.3643 D107Z140P 1.377 -1.381 -0.008362 1.4329 D108Z140P 1.39 -1.39 -0.02497 1.3643 D109Z92P 0.4602 -0.4794 -0.006716 0.7616 D111Z88P 0.417 -0.4342 -0.006733 0.6171 D113Z84P 0.373 -0.3886 -0.006686 0.6505 D115Z79P 0.3209 -0.3342 -0.006602 0.5011 D117Z72P 0.2634 -0.2734 -0.006453 0.5712 D119Z62P 0.2178 -0.2236 -0.006068 0.2957 D121Z9P -0.008035 0.009868 -0.01339 0.0594 D122Z9P 0.005955 -0.001935 -0.001382 0.0070 D123Z132P 1.195 -1.194 -0.02377 1.2906 D124Z133P 1.22 -1.22 -0.02418 1.3216 D125Z134P 1.246 -1.245 -0.02447 1.3402 D126Z135P 1.272 -1.271 -0.02468 1.3518 D127Z136P 1.298 -1.298 -0.02483 1.3633 D128Z138P 1.324 -1.324 -0.02492 1.3701 D129Z139P 1.351 -1.351 -0.02496 1.3681 D130Z140P 1.377 -1.377 -0.02497 1.3639 D131Z92P 0.4617 -0.4599 -0.04408 0.6311 D132Z88P 0.4191 -0.4169 -0.04625 0.6918 D133Z84P 0.3746 -0.372 -0.04836 0.5264 D134Z79P 0.3258 -0.3229 -0.04999 0.5644 D135Z72P 0.2658 -0.2625 -0.05161 0.4259 D136Z62P 0.2183 -0.2162 -0.04805 0.3418 D137Z93P 496.2 -0.4818 -0.02537 0.0000 D138Z93P 0.5024 -0.4818 -0.006714 0.8067 D139Z9P -0.008944 0.009904 -0.007997 0.0000 D140Z13P 858.9 -0.002505 57.74 0.0000 D141Z26P 0.02103 -0.01953 -0.02748 0.0000 D142Z31P 1000 -0.03929 68.78 0.0000 D143Z45P 0.08024 -0.07846 -0.0387 0.0000 D144Z50P 915.8 -0.1154 61.54 0.0000 D145Z68P 0.2368 -0.2244 -0.00608 0.2209 D146Z55P 0.148 -0.1398 -0.005423 0.5111 D147Z75P 0.3044 -0.2905 -0.006442 0.5549 D148Z81P 0.3605 -0.3432 -0.006519 0.5892 D149Z86P 0.4118 -0.3935 -0.006637 0.6245 D150Z90P 0.4533 -0.4332 -0.006638 0.6624 D151Z9P 1000 -0.004514 157.9 0.0000 D152Z9P 0.003525 -0.004576 -0.001251 0.0213 D153Z0P 0 0 0 0.0000 D154Z19P 0.008212 -0.002978 -0.002157 0.0803 D155Z26P 1000 -0.02688 85.59 0.0000 D156Z26P 0.02865 -0.02689 -0.003248 0.1880 D157Z13P 0.005755 -0.003843 -0.001676 -0.0341 D158Z31P 0.04301 -0.03945 -0.003683 0.1267
17:07:07 03/17/10
1.3481 1.3546 1.3592 1.3629 1.3659 1.3682 1.3640 1.3593 1.3598 1.3600 0.7485 0.5839 0.6384 0.4626 0.5620 0.2673 0.0716 0.0133 1.2846 1.3156 1.3352 1.3481 1.3586 1.3645 1.3636 1.3605 0.6421 0.7098 0.5307 0.5853 0.4293 0.3609 0.0000 0.7794 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2399 0.5232 0.5812 0.6099 0.6443 0.6920 0.0000 0.0351 0.0000 0.0813 0.0000 0.1786 0.0137 0.1620
0.1583 0.1464 0.1582 0.1464 0.1582 0.1464 0.1582 0.1464 0.1582 0.1464 -0.0856 -0.1107 -0.1667 -0.2080 -0.3002 -0.3789 0.0119 -0.2537 0.1464 0.1464 0.1464 0.1464 0.1464 0.1464 0.1464 0.1464 0.1354 0.1294 0.1242 0.1154 0.1068 0.0915 0.0000 -0.1110 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1275 -0.0594 -0.0993 -0.1090 -0.1149 -0.1179 0.0000 -0.0162 0.0000 -0.0328 0.0000 -0.0366 -0.0325 -0.0536
0.9216 -1.62 1.635 -1.634 0.9478 -1.648 1.661 -1.661 0.9742 -1.676 1.687 -1.687 1.001 -1.703 1.714 -1.714 1.027 -1.731 1.74 -1.74 -0.9796 -1.919 -1.275 -2.126 -1.595 -2.356 -1.995 -2.65 -2.497 -3.034 -3.187 -3.628 7.014 -7.013 -7.017 -7.024 1.545 -1.544 1.57 -1.57 1.596 -1.595 1.622 -1.621 1.648 -1.648 1.674 -1.674 1.701 -1.701 1.727 -1.727 1.902 -1.9 2.111 -2.109 2.342 -2.34 2.642 -2.639 3.026 -3.023 3.623 -3.621 497.5 -0.4818 1.827 0.8432 7.014 -3.513 865.6 -0.002505 5.854 -2.552 1005 -0.03929 4.683 -2.462 920 -0.1154 3.268 2.807 4.031 3.743 2.838 2.243 2.493 1.789 2.238 1.433 2.03 1.143 1007 3.518 7.026 7.018 7.6 7.6 6.349 6.337 1006 2.506 5.861 5.806 6.709 6.699 5.537 5.455
135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.86 83.77 78.59 71.98 62.39 8.577 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.58 87.83 83.73 78.55 71.93 62.35 93.31 93.33 8.582 71.08 26.26 100.1 44.54 111.9 67.95 55.28 75.35 81.32 85.87 89.59 166.4 8.589 0 18.73 111.9 26.28 13.34 31.32
Helman O. Mozo
Page
Job
179 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.05828 0.09444 1000 0.1212 0.8178 0.7603 0.7044 0.6503 0.5982 0.5491 0.5727 0.6767 0.7887 0.5253 0.6237 0.7319 0.8469 0.8821 0.9005 0.9282 0.9563 0.9849 1.014 1.043 1.072 1.102 1.163 1.122 1.142 1.408 1.176 1.202 1.229 1.256 1.284 1.311 1.339 1.367 1.394 1.189 1.216 1.243 1.27 1.297 1.325 1.353 1.381 0.4793 0.4338 0.3881 0.3345 0.2688 0.2248 0.5025
-0.0526 -0.09201 -0.09199 -0.1155 -0.8144 -0.7537 -0.6949 -0.6379 -0.5829 -0.5312 -0.5556 -0.6655 -0.7835 -0.5059 -0.6097 -0.7238 -0.8447 -0.8813 -0.9003 -0.9281 -0.9571 -0.986 -1.016 -1.045 -1.075 -1.105 -1.17 -1.126 -1.148 -1.403 -1.182 -1.207 -1.232 -1.258 -1.284 -1.311 -1.337 -1.364 -1.39 -1.194 -1.22 -1.245 -1.271 -1.298 -1.324 -1.351 -1.377 -0.4585 -0.4147 -0.3704 -0.3188 -0.256 -0.2157 -496.2
-0.004056 -0.004979 133.4 -0.005228 -0.007208 -0.007139 -0.007065 -0.006985 -0.006897 -0.006807 -0.006851 -0.007025 -0.007174 -0.006761 -0.006942 -0.007103 -0.007241 -0.007582 -0.007715 -0.007715 -0.007775 -0.007769 -0.007815 -0.007808 -0.007841 -0.007834 -0.008239 -0.007992 -0.008118 -0.008312 -0.008232 -0.008248 -0.008262 -0.008278 -0.008287 -0.008295 -0.008302 -0.00831 -0.008312 -0.008254 -0.008268 -0.008281 -0.00829 -0.008298 -0.008305 -0.008311 -0.008312 -0.006649 -0.006645 -0.006587 -0.006486 -0.006307 -0.005906 0.01078
0.2094 0.2812 0.0000 0.1959 1.0605 1.0290 1.0102 0.9603 0.9411 0.8487 0.8913 0.9844 1.0495 0.8639 0.9470 1.0126 1.0455 1.0942 1.1050 1.1491 1.1719 1.1761 1.1959 1.2036 1.2065 1.2108 1.2647 1.2428 1.2770 1.3643 1.2666 1.3062 1.3349 1.3431 1.3582 1.3667 1.3727 1.3626 1.3639 1.2924 1.3222 1.3416 1.3539 1.3641 1.3698 1.3687 1.3650 0.7656 0.6080 0.6561 0.4861 0.5941 0.3140 0.0000
17:07:07 03/17/10
0.2068 0.2831 0.0000 0.2372 1.0065 0.9808 0.9545 0.9149 0.8843 0.8121 0.8461 0.9337 0.9913 0.8098 0.8982 0.9638 1.0059 1.0545 1.0955 1.1279 1.1446 1.1550 1.1715 1.1825 1.1838 1.1900 1.2992 1.1742 1.2046 1.4276 1.3359 1.3703 1.3976 1.4093 1.4225 1.4307 1.4348 1.4284 1.4280 1.3568 1.3851 1.4044 1.4159 1.4272 1.4338 1.4319 1.4277 0.7745 0.6388 0.6652 0.5219 0.6005 0.3390 0.0000
-0.0567 -0.0660 0.0000 -0.0883 -0.1501 -0.1436 -0.1371 -0.1305 -0.1240 -0.1175 -0.1208 -0.1338 -0.1468 -0.1143 -0.1273 -0.1403 -0.1533 -0.1572 -0.1584 -0.1580 -0.1575 -0.1570 -0.1565 -0.1561 -0.1556 -0.1551 -0.1526 -0.1586 -0.1566 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1526 -0.1101 -0.1211 -0.1065 -0.1155 -0.0875 -0.1016 0.0000
5.216 4.698 1005 4.336 2.143 2.085 2.029 1.975 1.923 1.874 1.898 2.002 2.114 1.85 1.949 2.057 2.172 1.784 1.591 1.618 1.646 1.675 1.704 1.733 1.762 1.792 1.513 1.698 1.605 1.758 1.526 1.552 1.579 1.606 1.634 1.661 1.689 1.717 1.744 1.539 1.566 1.593 1.62 1.647 1.675 1.703 1.731 1.919 2.126 2.356 2.65 3.029 3.63 0.5025
5.106 4.511 2.291 4.099 0.5106 0.5713 0.6301 0.6871 0.7421 0.7938 0.7694 0.6595 0.5415 0.8191 0.7153 0.6012 0.4803 0.02037 -0.2103 -0.2381 -0.2671 -0.296 -0.3255 -0.3552 -0.3852 -0.4151 -0.8197 -0.5496 -0.6842 -1.053 -0.8318 -0.8568 -0.8823 -0.9083 -0.9345 -0.9609 -0.9874 -1.014 -1.04 -0.8442 -0.8695 -0.8953 -0.9214 -0.9477 -0.9741 -1.001 -1.027 0.9814 1.278 1.597 1.997 2.504 3.189 -494.9
36.32 44.57 178 50.35 113.3 109.9 106.6 103.3 99.97 96.65 98.31 105 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.39 93.35
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.502 -0.5021 D214Z9P 0.003466 -1000 D215Z13P 0.004238 -1000 D216Z26P 0.02864 -1000 D217Z31P 0.04297 -1000 D218Z45P 0.09442 -1000 D219Z50P 0.1212 -1000 D220Z68P 0.2467 -0.2473 D221Z55P 0.1558 -0.1554 D222Z75P 0.3047 -0.3049 D223Z81P 0.3653 -0.366 D224Z86P 0.4118 -0.4119 D225Z90P 0.4568 -0.4571 D226Z9P -0.00509 0.005881 D227Z9P -0.004986 0.006655 D228Z0P 0 0 D229Z19P 0.02208 -0.02066 D230Z26P 0.02443 -0.02345 D231Z26P 0.0247 -0.02254 D232Z13P 0.008882 -0.006885 D233Z31P 0.04351 -0.04181 D234Z36P 0.06677 -0.06546 D235Z45P 0.08503 -0.08445 D236Z45P 0.08498 -0.08471 D237Z50P 0.1215 -0.121 D238Z113P 0.8179 -0.8185 D239Z110P 0.7605 -0.7608 D240Z107P 0.7045 -0.7048 D241Z103P 0.6504 -0.6507 D242Z100P 0.5985 -0.5987 D243Z97P 0.5494 -0.5496 D244Z98P 0.5741 -0.5744 D245Z105P 0.6775 -0.6779 D246Z112P 0.7892 -0.7896 D247Z95P 0.5259 -0.5261 D248Z102P 0.6244 -0.6246 D249Z108P 0.7325 -0.7328 D250Z115P 0.8473 -0.8476 D251Z117P 0.8824 -0.8825 D252Z118P 0.9001 -0.9001 D253Z119P 0.9282 -0.9275 D254Z121P 0.9565 -0.9561 D255Z122P 0.9849 -0.9846 D256Z124P 1.014 -1.014 D257Z125P 1.043 -1.043 D258Z126P 1.072 -1.072 D259Z128P 1.102 -1.102 D260Z131P 1.163 -1.163 D261Z129P 1.122 -1.122 D262Z130P 1.142 -1.143 D263Z141P 1.408 -1.409 D264Z131P 1.176 -1.176 D265Z133P 1.202 -1.202 D266Z134P 1.229 -1.229
0.02739 -157.9 -86.05 -85.6 -102.4 -133.4 -84.21 0.03959 0.03982 0.03849 0.03546 0.03313 0.03024 0.005447 0.01103 0 0.01995 0.02052 0.02825 0.0149 0.03145 0.03413 0.0392 0.02948 0.03963 0.0384 0.0373 0.03595 0.03432 0.03237 0.03007 0.03131 0.03521 0.03791 0.02884 0.03344 0.0367 0.03888 0.02496 0.018 0.01848 0.0189 0.01927 0.01958 0.01984 0.02006 0.02025 0.007572 0.01609 0.01185 0.009129 0.007825 0.008253 0.008574
0.7789 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2582 0.4737 0.5231 0.5653 0.6214 0.6440 0.0000 0.0469 0.0000 0.0217 0.0000 0.0670 0.1735 0.2523 0.1495 0.2144 0.0000 0.3457 1.0058 0.9792 0.9449 0.9210 0.8633 0.8335 0.8455 0.9356 0.9986 0.8263 0.8995 0.9667 0.9821 0.9376 1.0131 1.1513 1.1477 1.1566 1.1775 1.1835 1.1975 1.1875 1.2523 1.1387 1.1584 1.4313 1.3477 1.3720 1.4022
17:07:07 03/17/10
0.8063 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2961 0.5359 0.5653 0.6057 0.6594 0.6772 0.0000 0.0916 0.0000 0.0798 0.0000 0.1384 0.2165 0.3199 0.2158 0.2770 0.0000 0.4039 0.9992 0.9787 0.9465 0.9182 0.8653 0.8316 0.8459 0.9346 0.9920 0.8178 0.8971 0.9678 1.0234 1.0007 1.0823 1.1481 1.1400 1.1543 1.1708 1.1818 1.1855 1.1911 1.3095 1.1851 1.1839 1.4280 1.3436 1.3707 1.3988
-0.2232 -0.823 0.0000 3.526 0.0000 0.004238 0.0000 2.561 0.0000 0.04297 0.0000 2.478 0.0000 0.1212 -0.3584 -2.785 -0.4247 -3.727 -0.3185 -2.229 -0.2866 -1.767 -0.2624 -1.415 -0.2428 -1.12 0.0000 -3.528 -0.2566 -7.027 0.0000 -7.6 -0.4420 -6.318 0.0000 -2.508 -0.5273 -5.808 -0.3472 -6.694 -0.5527 -5.451 -0.5260 -5.091 -0.4820 -4.518 0.0000 -2.298 -0.4513 -4.093 -0.1329 -0.5071 -0.1480 -0.5645 -0.1630 -0.6205 -0.1780 -0.6746 -0.1931 -0.7265 -0.2081 -0.7756 -0.2006 -0.7509 -0.1705 -0.6475 -0.1405 -0.5358 -0.2156 -0.7991 -0.1856 -0.7006 -0.1555 -0.5925 -0.1254 -0.4777 -0.1363 -0.01924 -0.1428 0.2101 -0.1406 0.2382 -0.1384 0.2665 -0.1362 0.2949 -0.1340 0.3237 -0.1318 0.353 -0.1296 0.3823 -0.1274 0.4118 -0.1590 0.8132 -0.1351 0.5452 -0.1500 0.6791 -0.1589 1.058 -0.1590 0.8261 -0.1589 0.8523 -0.1589 0.8791
0.8229 -993 -993.3 -994.2 -994.5 -995.4 -995.8 2.784 3.728 2.229 1.766 1.415 1.119 7.028 7.029 7.6 6.32 5.809 5.81 6.696 5.453 5.093 4.519 4.518 4.094 0.5065 0.5642 0.6202 0.6743 0.7263 0.7754 0.7506 0.6471 0.5354 0.7989 0.7004 0.5922 0.4774 0.01915 -0.2101 -0.2375 -0.2661 -0.2946 -0.3235 -0.3528 -0.3823 -0.412 -0.8132 -0.5453 -0.6792 -1.059 -0.8259 -0.8524 -0.8792
93.36 -149.3 -72.71 -59.31 -71.08 -88.84 -33.85 67.99 55.32 75.39 81.36 85.91 89.63 8.595 8.601 0 18.75 26.31 26.31 13.35 31.35 36.35 44.61 44.6 50.39 113.3 110 106.7 103.3 100 96.69 98.35 105 111.6 95.03 101.7 108.3 115 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.5 132.6 133.7
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 1.256 -1.256 0.008799 D268Z136P 1.284 -1.284 0.00896 D269Z137P 1.311 -1.312 0.009064 D270Z138P 1.339 -1.339 0.009116 D271Z139P 1.367 -1.367 0.009127 D272Z140P 1.394 -1.395 0.009129 D273Z132P 1.189 -1.189 0.008052 D274Z133P 1.216 -1.216 0.008427 D275Z134P 1.243 -1.243 0.008696 D276Z135P 1.27 -1.27 0.008887 D277Z136P 1.297 -1.298 0.009019 D278Z138P 1.325 -1.326 0.009096 D279Z139P 1.353 -1.353 0.009124 D280Z140P 1.381 -1.381 0.009128 D281Z92P 0.4803 -0.4805 0.02883 D282Z88P 0.4362 -0.4364 0.03154 D283Z84P 0.3904 -0.3908 0.03419 D284Z79P 0.3375 -0.338 0.03685 D285Z72P 0.2751 -0.2756 0.03941 D286Z62P 0.2253 -0.2242 0.03728 D287Z93P 496.2 -0.5026 0.01074 D288Z9P -0.005847 0.006712 0.005966 D289Z13P 1000 -0.002995 -86.05 D290Z26P 0.02347 -0.02244 0.02081 D291Z31P 1000 -0.04153 -102.4 D292Z45P 0.08471 -0.0844 0.02946 D293Z50P 1000 -0.1207 -84.21 D294Z9P 1000 -0.001913 -157.9 D295Z26P 1000 -0.02732 -85.6 D296Z45P 1000 -0.09378 -133.4 D297Z131P 1.182 -1.176 -0.008301 D298Z133P 1.207 -1.202 -0.008317 D299Z134P 1.233 -1.229 -0.008331 D300Z135P 1.259 -1.256 -0.008339 D301Z136P 1.285 -1.284 -0.008348 D302Z137P 1.311 -1.312 -0.008356 D303Z138P 1.337 -1.339 -0.008362 D304Z139P 1.364 -1.367 -0.008362 D305Z140P 1.39 -1.395 -0.008362
1.4128 1.4266 1.4347 1.4392 1.4322 1.4323 1.3735 1.3857 1.4091 1.4195 1.4313 1.4380 1.4360 1.4318 0.6545 0.6956 0.5372 0.5719 0.4417 0.3440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.3427 1.3746 1.4028 1.4111 1.4261 1.4347 1.4407 1.4306 1.4319
17:07:07 03/17/10
1.4081 1.4225 1.4308 1.4361 1.4272 1.4279 1.3514 1.3838 1.4033 1.4160 1.4265 1.4325 1.4317 1.4285 0.6900 0.7259 0.5834 0.6043 0.4947 0.3870 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.2649 1.3035 1.3294 1.3414 1.3546 1.3628 1.3669 1.3605 1.3601
-0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.1589 -0.2318 -0.2522 -0.2731 -0.3018 -0.3358 -0.3878 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1583 0.1583 0.1583 0.1583 0.1582 0.1582 0.1582 0.1582 0.1582
0.9062 -0.9065 134.8 0.9336 -0.9339 135.9 0.9613 -0.9616 137 0.989 -0.9895 138.1 1.017 -1.017 139.2 1.044 -1.045 140.3 0.8391 -0.8391 132 0.8656 -0.8657 133.1 0.8926 -0.8928 134.2 0.9199 -0.9202 135.3 0.9474 -0.9478 136.4 0.9751 -0.9755 137.6 1.003 -1.003 138.7 1.031 -1.031 139.8 -0.9595 0.9594 91.66 -1.256 1.256 87.9 -1.577 1.577 83.81 -1.978 1.978 78.63 -2.485 2.485 72.03 -3.179 3.181 62.44 494.9 -0.5026 93.35 -7.028 3.529 8.596 993.3 -0.002995 -72.71 -5.809 2.51 26.31 994.5 -0.04153 -71.08 -4.518 2.299 44.6 995.8 -0.1207 -33.85 993 -3.524 -149.3 994.2 -2.56 -59.31 995.4 -2.477 -88.84 0.8325 -1.526 131.4 0.8573 -1.552 132.5 0.8828 -1.579 133.7 0.9086 -1.606 134.8 0.9347 -1.634 135.9 0.961 -1.662 137 0.9874 -1.689 138.1 1.014 -1.717 139.2 1.04 -1.745 140.3
Joint Support Reactions for Load Case "COMBO 1-3": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D2Z0P -2.96 0.0 30.02 0.0 161.28 0.0 0.0 164.08 0.0 -0.53 0.0 -1.3 0.0 1.61 0.0 0.0 D29Z0P -194.49 0.0 184.51 0.0 1883.89 0.0 0.0 1902.87 0.0 2.97 0.0 2.4 0.0 -0.04 0.0 0.0 D153Z0P -40.74 0.0 -7.16 0.0 206.23 0.0 0.0 210.33 0.0 -1.28 0.0 -0.9 0.0 -0.03 0.0 0.0 D228Z0P -163.45 0.0 158.07 0.0 -1583.28 0.0 0.0 1599.53 0.0 2.40 0.0 1.7 0.0 1.48 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-3":
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------------D0Z93P 0.4962 -0.4962 -0.9563 -0.4957 -0.0000 0.9562 0.4836 -496.1889 -0.0254 D1Z93P 1.0292 -1.0292 -1.9526 -1.0287 1.0287 1.9526 0.4830 -0.4812 -0.0428 D2Z0P 1.2844 -1.2844 -2.9973 1.6742 -28.7348 -158.2822 0.0000 0.0000 0.0000 D3Z9P 2.3586 -2.3586 -6.1434 -2.3586 0.0106 6.3013 0.0059 -1000.0000 157.8570 D4Z13P 1.0743 -1.0743 -3.1461 -1.0742 0.2154 3.2039 0.0041 -858.8536 57.7411 D5Z19P 8.1396 -3.8656 -9.8227 -8.1396 3.8656 9.8227 0.0051 -0.0070 -0.0022 D6Z26P 1.2791 -1.2791 -3.7345 -1.2791 0.0058 3.8200 0.0309 -1000.0000 85.5922 D7Z31P 1.2791 -1.2791 -3.7345 -1.2790 0.2557 3.8032 0.0425 -1000.0000 68.7833 D8Z26P 7.1480 -2.8129 -6.6766 -7.1479 2.8129 6.6765 0.0311 -0.0274 -0.0035 D9Z13P 2.5654 -1.4640 -4.6437 -2.5654 1.4639 4.6437 0.0057 -0.0039 -0.0018 D10Z31P 10.6654 -3.7322 -8.5345 -10.6653 3.7322 8.5344 0.0431 -0.0417 -0.0040 D11Z36P 3.2130 -3.2130 -6.7415 -3.2129 3.2129 6.7415 0.0556 -0.0569 -0.0043 D12Z45P 1.9935 -1.9935 -5.1050 -1.9934 1.9934 5.1050 0.0954 -0.0938 -0.0052 D13Z45P 1.9935 -1.9935 -5.1050 -1.9934 0.0090 5.2384 0.0954 -1000.0000 133.4017 D14Z50P 1.0892 -1.0892 -2.5180 -1.0891 0.1734 2.5796 0.1187 -915.7689 61.5371 D15Z55P 3.1324 -3.1324 -6.6717 -3.1322 3.1322 6.6717 0.1431 -0.1477 -0.0056 D16Z68P 7.4033 -7.4033 -6.8162 -7.4031 7.4031 6.8162 0.2405 -0.2369 -0.0510 D17Z68P 7.4033 -7.4033 -6.8162 -7.4031 7.4031 6.8162 0.2276 -0.2370 -0.0062 D18Z55P 7.1859 -7.1859 -7.1277 -7.1858 7.1858 7.1277 0.1532 -0.1500 -0.0494 D19Z75P 1.9927 -1.9927 -3.7979 -1.9924 1.9924 3.7978 0.2934 -0.2906 -0.0512 D20Z75P 6.3178 -6.3178 -4.2539 -6.3175 6.3175 4.2539 0.2943 -0.3055 -0.0066 D21Z81P 1.5327 -1.5327 -2.8153 -1.5323 1.5323 2.8153 0.3524 -0.3493 -0.0490 D22Z81P 1.5327 -1.5327 -2.8153 -1.5323 1.5323 2.8153 0.3457 -0.3606 -0.0066 D23Z86P 1.2150 -1.2150 -2.2294 -1.2146 1.2146 2.2294 0.3961 -0.4123 -0.0067 D24Z86P 1.2150 -1.2150 -2.2294 -1.2146 1.2146 2.2294 0.3954 -0.3931 -0.0475 D25Z90P 1.0800 -1.0800 -2.0018 -1.0796 1.0796 2.0018 0.4397 -0.4375 -0.0451 D26Z90P 1.0800 -1.0800 -2.0018 -1.0796 1.0796 2.0018 0.4352 -0.4535 -0.0067 D27Z93P 1.0292 -1.0292 -1.9526 -1.0287 1.0286 1.9526 0.4836 -0.5026 -0.0068 D28Z50P 1.0892 -1.0892 -2.5180 -1.0891 1.0891 2.5180 0.1188 -0.1207 -0.0054 D29Z0P 1.2844 -1.2844 -2.9973 193.2026 -183.2214 -1880.8973 0.0000 0.0000 0.0000 D30Z9P 2.3586 -2.3586 -6.1434 -2.3586 2.3586 6.1434 -0.0081 0.0090 -0.0076 D31Z19P 2.3533 -2.3533 -6.8806 -2.3533 2.3533 6.8806 0.0245 -0.0228 -0.0236 D32Z26P 1.2791 -1.2791 -3.7345 -1.2791 1.2791 3.7344 0.0225 -0.0210 -0.0271 D33Z26P 1.2791 -1.2791 -3.7345 -1.2791 1.2791 3.7344 0.0226 -0.0196 -0.0340 D34Z13P 1.0743 -1.0743 -3.1461 -1.0742 1.0742 3.1461 0.0078 -0.0057 -0.0180 D35Z31P 1.2791 -1.2791 -3.7345 -1.2790 1.2790 3.7344 0.0426 -0.0394 -0.0379 D36Z36P 2.1834 -2.1834 -6.3215 -2.1833 2.1833 6.3214 0.0671 -0.0639 -0.0412 D37Z45P 1.9935 -1.9935 -5.1050 -1.9934 1.9934 5.1050 0.0820 -0.0785 -0.0478 D38Z45P 1.9935 -1.9935 -5.1050 -1.9934 1.9934 5.1050 0.0820 -0.0802 -0.0385 D39Z50P 1.0892 -1.0892 -2.5180 -1.0891 1.0891 2.5180 0.1190 -0.1157 -0.0487 D40Z113P 0.5533 -0.5533 -1.0386 -0.5525 0.5525 1.0385 0.8158 -0.8184 -0.0072 D41Z113P 0.5533 -0.5533 -1.0386 -0.5525 0.5525 1.0385 0.8159 -0.8146 -0.0551 D42Z110P 0.5498 -0.5498 -1.0386 -0.5491 0.5491 1.0385 0.7552 -0.7607 -0.0072 D43Z110P 0.5498 -0.5498 -1.0386 -0.5491 0.5491 1.0385 0.7554 -0.7538 -0.0539 D44Z107P 0.5719 -0.5719 -1.1014 -0.5712 0.5712 1.1014 0.6964 -0.7048 -0.0071 D45Z107P 0.5719 -0.5719 -1.1014 -0.5712 0.5712 1.1014 0.6965 -0.6950 -0.0524 D46Z103P 0.5681 -0.5681 -1.1014 -0.5674 0.5674 1.1014 0.6394 -0.6506 -0.0070 D47Z103P 0.5681 -0.5681 -1.1014 -0.5674 0.5674 1.1014 0.6395 -0.6379 -0.0506 D48Z100P 0.5390 -0.5390 -1.0386 -0.5384 0.5384 1.0385 0.5845 -0.5985 -0.0069 D49Z100P 0.5390 -0.5390 -1.0386 -0.5384 0.5384 1.0385 0.5849 -0.5831 -0.0484
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
183 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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Helman O. Mozo
Page
Job
184 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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Helman O. Mozo
Page
Job
185 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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Helman O. Mozo
Page
Job
186 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 8.8379 1.2844 7.0779 1.2791 6.0710 2.5654 7.2799 2.1834 1.9935 1.9935 1.0892 0.5533 0.5498 0.5719 0.5681 0.5390 0.4962 1.0352 2.4193 1.1032 0.4962 1.1070 1.1217 1.0654 0.5121 0.7540 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780
-1.9935 -1.0892 -7.4033 -3.1324 -1.9927 -1.5327 -1.2150 -1.0800 -2.3586 -4.0520 -1.2844 -2.4949 -1.2791 -1.4226 -1.4640 -2.8474 -2.1834 -1.9935 -1.9935 -1.0892 -0.5533 -0.5498 -0.5719 -0.5681 -0.5390 -0.4962 -1.0352 -2.4193 -1.1032 -0.4962 -1.1070 -1.1217 -1.0654 -0.5121 -0.7540 -0.4843 -2.6379 -0.4867 -0.4810 -2.6434 -0.4764 -0.4450 -0.2836 -0.2065 -0.2065 -0.0829 -0.0771 -0.0772 -0.0773 -0.0775 -0.0776 -0.0777 -0.0779 -0.0780
-5.1050 -1.9934 0.0090 -2.5180 -1.0891 -0.1636 -6.8162 -7.4031 7.4031 -6.6717 -3.1322 3.1322 -3.7979 -1.9923 1.9923 -2.8153 -1.5323 1.5323 -2.2294 -1.2146 1.2146 -2.0018 -1.0796 1.0796 -6.1434 -2.3586 2.3586 -9.0855 -8.8379 4.0520 -2.9973 162.1652 -156.7896 -9.2343 -7.0778 2.4949 -3.7345 -1.2791 1.2791 -6.0881 -6.0710 1.4226 -4.6437 -2.5653 1.4639 -6.6766 -7.2799 2.8474 -6.3215 -2.1833 2.1833 -5.1050 -1.9934 1.9934 -5.1050 -1.9934 1.9934 -2.5180 -1.0891 1.0891 -1.0386 -0.5525 0.5525 -1.0386 -0.5491 0.5491 -1.1014 -0.5712 0.5712 -1.1014 -0.5674 0.5674 -1.0386 -0.5384 0.5384 -0.9563 -0.4956 0.4956 -1.9948 -1.0346 1.0346 -3.7869 -2.4186 2.4186 -2.0771 -1.1024 1.1024 -0.9563 -0.4957 0.4957 -2.1400 -1.1064 1.1064 -2.1400 -1.1210 1.1210 -2.0129 -1.0646 1.0646 -0.9743 -0.5112 0.5112 -1.5731 -0.7531 0.7531 -1.1750 -0.4834 0.4834 -2.5205 -2.6369 2.6369 -1.1525 -0.4857 0.4857 -1.1393 -0.4800 0.4800 -2.4941 -2.6424 2.6424 -1.1261 -0.4754 0.4754 -0.8441 -0.4439 0.4439 -0.3968 -0.2824 0.2824 -0.2811 -0.2054 0.2054 -0.2811 -0.2054 0.2054 -0.1239 -0.0815 0.0815 -0.1157 -0.0759 0.0759 -0.1157 -0.0760 0.0760 -0.1157 -0.0761 0.0761 -0.1157 -0.0762 0.0762 -0.1157 -0.0763 0.0763 -0.1157 -0.0764 0.0764 -0.1157 -0.0765 0.0765 -0.1157 -0.0766 0.0766
17:07:07 03/17/10
4.9716 2.4338 6.8163 6.6718 3.7979 2.8154 2.2295 2.0019 6.1434 9.0855 1586.2783 9.2343 3.7345 6.0882 4.6437 6.6766 6.3215 5.1051 5.1051 2.5181 1.0386 1.0386 1.1015 1.1015 1.0386 0.9563 1.9948 3.7869 2.0771 0.9563 2.1400 2.1400 2.0129 0.9743 1.5731 1.1750 2.5205 1.1525 1.1393 2.4941 1.1261 0.8442 0.3968 0.2811 0.2811 0.1239 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157
0.0944 -1000.0000 -133.4118 0.1212 -1000.0000 -84.2064 0.2467 -0.2473 0.0396 0.1558 -0.1554 0.0398 0.3047 -0.3049 0.0385 0.3653 -0.3660 0.0355 0.4118 -0.4119 0.0331 0.4568 -0.4571 0.0302 -0.0051 0.0059 0.0054 -0.0050 0.0067 0.0110 0.0000 0.0000 0.0000 0.0221 -0.0207 0.0200 0.0244 -0.0234 0.0205 0.0247 -0.0225 0.0282 0.0089 -0.0069 0.0149 0.0435 -0.0418 0.0315 0.0668 -0.0655 0.0341 0.0850 -0.0844 0.0392 0.0850 -0.0847 0.0295 0.1215 -0.1210 0.0396 0.8179 -0.8185 0.0384 0.7605 -0.7608 0.0373 0.7045 -0.7048 0.0360 0.6504 -0.6507 0.0343 0.5985 -0.5987 0.0324 0.5494 -0.5496 0.0301 0.5741 -0.5744 0.0313 0.6775 -0.6779 0.0352 0.7892 -0.7896 0.0379 0.5259 -0.5261 0.0288 0.6244 -0.6246 0.0334 0.7325 -0.7328 0.0367 0.8473 -0.8476 0.0389 0.8824 -0.8825 0.0250 0.9001 -0.9001 0.0180 0.9282 -0.9275 0.0185 0.9565 -0.9561 0.0189 0.9849 -0.9846 0.0193 1.0137 -1.0135 0.0196 1.0430 -1.0428 0.0198 1.0723 -1.0723 0.0201 1.1018 -1.1020 0.0202 1.1632 -1.1632 0.0076 1.1219 -1.1220 0.0161 1.1424 -1.1425 0.0119 1.4082 -1.4088 0.0091 1.1761 -1.1759 0.0078 1.2023 -1.2024 0.0083 1.2291 -1.2292 0.0086 1.2562 -1.2565 0.0088 1.2836 -1.2839 0.0090 1.3113 -1.3116 0.0091 1.3390 -1.3395 0.0091 1.3667 -1.3673 0.0091
Helman O. Mozo
Page
Job
187 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 2.3586 1.2791 1.9935 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.0829 -0.1542 -0.1545 -2.1757 -0.1551 -0.1553 -0.1556 -2.1907 -0.1609 -0.5330 -3.3363 -3.4293 -0.8647 -1.1279 -6.2004 -0.4962 -2.3586 -1.0743 -1.2791 -1.2791 -1.9935 -1.0892 -2.3586 -1.2791 -1.9935 -0.0771 -0.0772 -0.0773 -0.0775 -0.0776 -0.0777 -0.0779 -0.0780 -0.0829
-0.1239 -0.2314 -0.2314 -1.4698 -0.2314 -0.2314 -0.2314 -1.4698 -0.2396 -0.9964 -1.4615 -1.6800 -1.5914 -2.2065 -4.6097 -0.9563 -6.1434 -3.1461 -3.7345 -3.7345 -5.1050 -2.5180 -6.1434 -3.7345 -5.1050 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
-0.0815 -0.1531 -0.1533 -2.1745 -0.1538 -0.1540 -0.1543 -2.1893 -0.1595 -0.5325 -3.3359 -3.4289 -0.8644 -1.1276 -6.2002 -0.0000 -2.3586 0.2057 -1.2791 0.2442 -1.9934 0.1636 -0.0106 -0.0058 -0.0090 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766 -0.0815
0.0815 0.1531 0.1533 2.1745 0.1538 0.1540 0.1543 2.1893 0.1595 0.5325 3.3359 3.4289 0.8644 1.1276 6.2002 0.4957 2.3586 1.0742 1.2791 1.2790 1.9934 1.0891 2.3586 1.2791 1.9934 0.0759 0.0760 0.0761 0.0762 0.0763 0.0764 0.0765 0.0766 0.0815
0.1239 0.2314 0.2314 1.4698 0.2314 0.2314 0.2314 1.4698 0.2396 0.9964 1.4615 1.6800 1.5914 2.2065 4.6097 0.9563 6.1434 3.0601 3.7345 3.6321 5.1051 2.4338 5.9856 3.6489 4.9716 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1238
1.3943 1.1891 1.2156 1.2426 1.2699 1.2974 1.3251 1.3529 1.3805 0.4803 0.4362 0.3904 0.3375 0.2751 0.2253 496.1889 -0.0058 1000.0000 0.0235 1000.0000 0.0847 1000.0000 1000.0000 1000.0000 1000.0000 1.1825 1.2073 1.2328 1.2586 1.2847 1.3110 1.3374 1.3638 1.3902
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 74.64 -10164.60 -755.89 3209.87 240.26 -4053.71 -300.54 D128P 74.64 -3209.85 -240.26 -3726.88 -373.22 -3398.33 -300.55 D129P 74.63 363.66 21.81 4885.84 385.35 2617.28 203.00 D130P 74.63 -1156.87 -22.49 -1168.05 -401.16 -944.38 -172.09 D131P 74.62 960.50 56.30 2758.57 353.46 1142.09 125.83 D132P 74.62 -1019.39 43.56 4521.23 -518.55 864.87 -117.31 D133P 74.62 -4521.22 518.55 -6811.01 535.79 -2031.00 188.96 D134P 74.62 1875.69 99.34 4431.40 284.68 1273.58 77.54 D135P 74.61 1875.70 -99.34 5221.45 -91.84 1222.37 -32.93 D136P 74.61 -5221.44 91.84 -4320.32 58.56 -1150.69 18.14 D137P 74.61 4320.32 -58.56 898.30 -19.55 1039.04 -15.55 D138P 74.61 -898.30 19.55 4789.07 -175.41 769.28 -30.82 D139P 74.61 -4789.07 175.41 -4258.36 276.81 -1192.96 59.63
-1.3950 0.0091 -1.1891 0.0081 -1.2157 0.0084 -1.2428 0.0087 -1.2702 0.0089 -1.2978 0.0090 -1.3255 0.0091 -1.3534 0.0091 -1.3811 0.0091 -0.4805 0.0288 -0.4364 0.0315 -0.3908 0.0342 -0.3380 0.0369 -0.2756 0.0394 -0.2242 0.0373 -0.5026 0.0107 0.0067 0.0060 -0.0030 -86.0543 -0.0224 0.0208 -0.0415 -102.3968 -0.0844 0.0295 -0.1207 -84.2064 -0.0019 -157.8594 -0.0273 -85.5997 -0.0938 -133.4119 -1.1760 -0.0083 -1.2023 -0.0083 -1.2292 -0.0083 -1.2564 -0.0083 -1.2839 -0.0083 -1.3116 -0.0084 -1.3395 -0.0084 -1.3672 -0.0084 -1.3950 -0.0084
Helman O. Mozo
Page
Job
188 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
74.61 74.61 74.61 2.76 463.75 2.76 2.77 2.78 2.78 -88.45 -88.46 14.14 -0.05 -0.02 463.74 74.62 74.62 74.63 74.63 74.64 2.77 2.77 2.77 2.78 2.78 2.78 2.79 2.79 -88.46 -88.45 -88.45 -88.44 -88.44 14.14 14.14 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.04 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -117.10 -117.10 -117.09
4258.36 168.68 -4786.30 -2836.74 847.78 6650.39 3297.17 2878.58 1975.77 -66.14 -206.56 267.38 188.79 33.70 847.80 -4431.41 -2758.55 1168.06 -4885.82 3726.90 -2964.71 3832.13 -1587.15 -2177.95 2594.68 -1272.25 -928.93 1243.91 399.36 -759.46 -154.90 -545.89 639.42 -351.78 150.37 114.78 108.11 34.85 62.00 32.38 -24.67 18.82 130.75 90.38 50.39 27.30 26.70 11.86 -17.36 -24.17 -13.20 870.56 465.59 -133.19
-276.81 151.29 219.31 3853.78 -949.88 -7724.56 -5289.08 -4890.33 -3186.76 398.82 2328.23 642.83 -314.78 -147.99 949.88 -284.68 -353.46 401.16 -385.35 373.22 4245.94 -6225.83 2500.67 3218.57 -4390.30 2024.92 1501.58 -2001.90 -1201.10 -116.46 -1375.70 -698.32 -261.25 -229.44 8.42 -594.62 -458.36 -134.87 -221.08 -67.88 176.30 16.37 310.40 73.31 11.16 -9.40 31.53 21.24 -40.48 -52.21 0.12 181.99 3096.73 -463.98
-168.67 4786.30 -3824.53 -3297.16 9978.23 2836.75 2964.73 2177.97 928.95 154.92 5684.35 351.75 -130.73 -11.83 -2006.15 -6811.02 1019.40 -960.49 1156.88 -363.64 -3832.11 1587.17 -2878.57 -2594.66 1272.27 -1975.76 -1243.89 2571.12 206.58 -399.34 759.48 66.16 545.91 -150.41 356.05 -90.36 -50.36 -27.28 -26.67 17.38 24.19 13.22 -114.76 -108.09 -34.83 -61.98 -33.68 -32.36 24.69 -18.80 0.02 -465.59 -176.30 214.31
-151.29 -219.31 369.63 5289.07 -1885.18 -3853.80 -4245.96 -3218.59 -1501.59 1375.72 8427.04 229.44 -310.43 -21.27 1562.58 -535.79 -43.56 -56.30 22.48 -21.81 6225.82 -2500.68 4890.31 4390.28 -2024.93 3186.74 2001.89 -266.04 -2328.21 1201.12 116.48 -398.80 698.34 -8.42 -87.96 -73.33 -11.19 9.37 -31.55 40.46 52.19 -0.14 594.60 458.34 134.85 221.05 147.97 67.86 -176.32 -16.39 -0.02 -3096.75 -8101.77 926.45
17:07:07 03/17/10
754.65 1038.47 -997.92 -3695.12 10230.39 5697.98 3772.23 3046.12 1749.83 62.49 3855.66 615.33 104.72 39.44 -547.31 -1572.91 -513.87 75.74 -1768.37 1942.88 -4094.47 3264.64 -2690.19 -2875.07 2329.49 -1956.63 -1308.93 2298.21 426.50 -815.64 425.55 -337.66 834.32 -499.10 503.32 44.05 104.16 13.66 63.72 89.75 -0.86 57.79 28.85 -31.94 28.06 -62.54 -12.59 -36.98 13.23 -77.49 -23.76 236.05 141.72 40.44
-79.00 -14.26 68.25 5507.74 -2679.08 -6953.97 -5744.00 -4884.89 -2824.31 1249.04 7570.32 866.91 -1127.64 -305.28 1187.11 -114.79 -117.31 125.84 -172.08 203.00 6308.29 -5256.94 4452.40 4583.65 -3864.60 3139.55 2110.52 -1366.23 -2484.18 763.46 -886.33 -772.22 307.65 -236.40 -79.05 -1204.73 -846.88 -226.35 -455.64 -49.46 412.10 29.26 1632.27 958.89 263.35 381.74 323.74 160.71 -391.03 -123.74 0.17 -1698.93 -2451.99 230.58
Helman O. Mozo
Page
Job
189 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-117.09 -117.08 -117.07 -117.07 -117.07 -117.07 -117.06 -117.06 -117.06 -117.06 -117.06 -117.06 -117.06 -99.36 -553.98 -99.36 -99.36 -99.37 -99.38 13.05 13.06 -23.74 0.05 0.02 -553.97 -117.07 -117.08 -117.08 -117.09 -117.10 -99.36 -99.36 -99.37 -99.37 -99.37 -99.38 -99.38 -99.38 13.06 13.06 13.05 13.05 13.05 -23.75 -23.76 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04
-107.81 -2187.66 -59.26 300.13 -249.61 3025.42 445.72 19321.15 111.94 2031.37 111.94 -2031.37 -540.53 -796.12 505.66 2962.07 -27.08 135.62 -532.59 -2075.99 619.02 5377.59 -71.29 -1268.24 -380.17 -758.88 2321.88 -3652.98 -75.84 -3803.27 751.54 479.62 -3141.02 3412.18 -2347.09 2672.94 -1495.69 1661.79 -429.96 634.98 -1838.45 -514.27 462.72 -229.04 -448.13 -659.55 -43.69 -64.65 -75.84 3803.25 260.92 -16986.71 -123.95 -5198.49 408.00 8277.94 -214.31 -926.46 176.30 8101.76 5437.46 -6970.52 -2749.56 2972.77 3066.97 -4430.24 3644.96 -4642.53 -2254.12 2465.86 2382.62 -3438.30 2601.72 -2760.99 -2009.71 1160.70 789.33 -1109.65 -984.71 93.07 74.04 -1703.75 294.52 -766.76 -489.73 164.65 -219.68 56.00 239.34 -785.68 -136.94 -200.04 -107.91 -233.82 -186.31 -68.76 -64.53 -120.57 -37.33 -53.82 -129.13 60.38 -19.14 -20.63 473.18 -408.76 317.37 -195.86
-408.00 -8277.96 123.95 5198.48 -445.72 -19321.15 376.23 23613.83 -260.92 16986.70 540.53 796.11 -505.66 -2962.07 27.08 -135.62 532.59 2075.99 -619.02 -5377.59 71.29 1268.24 380.17 758.88 -278.67 -1528.23 3141.04 -3412.20 1731.03 1924.61 -2321.86 3652.97 -5437.44 6970.51 -3644.94 4642.51 -2601.71 2760.97 -74.02 1703.77 192.13 2640.18 219.68 -56.03 -473.16 408.74 -77.58 38.02 -77.06 -1527.05 376.23 -23613.84 249.61 -3025.43 59.26 -300.15 107.81 2187.64 133.19 463.96 2749.58 -2972.78 -3066.96 4430.22 2347.11 -2672.96 2254.14 -2465.88 -2382.60 3438.28 1495.71 -1661.81 2009.73 -1160.71 -1200.96 1091.99 1838.47 514.29 -789.31 1109.67 984.73 -93.05 429.99 -634.96 -294.50 766.78 -239.34 785.65 783.25 147.57 -317.34 195.84 -273.27 130.17 -205.79 73.52 -120.89 71.43 -75.73 -24.52 -50.38 -41.14 -4.85 -12.32 136.96 200.02 107.93 233.79
17:07:07 03/17/10
-209.53 19.86 -171.73 147.31 -30.08 112.38 -126.16 106.07 99.95 -151.85 127.38 64.74 -76.35 3290.91 1564.13 -943.14 -5167.75 -3609.66 -2468.31 -354.74 -1158.80 678.21 -1661.64 -218.73 -72.24 89.14 37.13 170.50 -50.50 178.79 4931.95 -3503.93 3261.50 3553.68 -2793.21 2336.34 2777.98 -1934.14 1849.63 -1248.68 745.24 509.96 -552.00 -456.19 1016.30 -819.35 -687.49 -707.20 -334.41 -203.91 -323.75 -43.28 1100.45 767.07
-4251.14 1688.57 -4024.68 7694.96 3840.30 -212.75 -453.22 562.75 437.27 -982.80 1226.32 -106.75 -265.06 -4256.13 -1775.30 2482.03 6254.63 4406.90 2664.32 1646.17 1496.36 -283.31 -452.37 -48.02 1075.48 -5680.37 -2429.93 2911.02 598.09 4948.21 -5989.94 4459.63 -4279.03 -4282.17 3556.71 -3072.35 -2362.47 1357.04 -419.05 846.57 -1264.71 -986.63 655.61 836.49 -634.20 -7.58 -186.94 8.58 -88.63 -141.29 34.70 -59.42 -376.49 68.41
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P 0.03 D366P 0.03 D367P 0.02 D368P 0.02 D369P 0.01 D370P 0.01 D371P 0.00 D489P 268.89 D490P 268.89 D491P 268.90 D492P 268.91 D493P 268.92 D494P 268.93 D495P 268.94 D496P 268.95 D497P 268.96 D498P 268.97 D499P 268.98 D500P -250.23 D501P -573.36 D502P -891.94 D503P -956.44 D504P -1517.05 D505P 229.43 D506P -354.61 D507P 229.43 D508P 229.42 D509P 229.41 D510P 229.40 D511P 60.48 D512P 60.49 D513P -55.41 D514P 0.05 D515P 0.02 D516P -354.60 D517P 268.95 D518P 268.93 D519P 268.92 D520P 268.91 D521P 268.90 D522P 229.42 D523P 229.42 D524P 229.41 D525P 229.41 D526P 229.40 D527P 229.40 D528P 229.40 D529P 229.39 D530P 60.49 D531P 60.49 D532P 60.49 D533P 60.48 D534P 60.48 D535P -55.41
273.29 205.81 120.91 77.60 75.75 50.40 4.88 6698.88 2184.52 -2200.75 -1836.02 -660.05 478.88 5495.13 -1710.06 -1710.07 4526.38 -3564.11 956.28 3634.92 -2767.84 -601.83 3938.62 -2488.45 -883.76 5039.28 2877.83 2400.77 1614.70 -12.22 -124.11 -820.61 860.26 33.03 -883.79 5033.13 2365.78 541.34 6642.51 -1463.80 -2230.89 3191.36 -1240.65 -1612.00 2112.86 -939.60 -567.97 957.79 288.31 -695.81 -265.31 -632.90 1091.26 541.77
-130.19 186.34 -73.54 64.55 -71.46 43.72 -38.05 37.35 24.49 129.15 41.12 19.16 12.29 0.02 -404.08 -2184.53 -81.03 1463.78 -10.25 -6642.53 -19.33 -541.35 56.65 -2365.80 41.92 -5495.13 504.20 7500.36 96.70 -5033.11 -96.70 -4526.38 92.19 3564.11 -58.80 -956.29 64.47 -3634.93 -272.25 2767.83 272.54 601.83 -226.89 -3938.63 -182.24 2922.52 3237.79 -2877.82 1047.06 -10286.23 -4434.40 2488.46 -4685.87 2230.90 -4115.63 1612.01 -2559.50 567.99 253.46 265.33 1893.60 6242.02 -723.04 -541.74 -1352.67 -384.68 -122.84 -11.57 -1047.06 1129.73 -282.14 7500.37 -344.48 -478.89 394.24 660.04 -373.57 1836.01 303.33 2200.73 3192.81 -3191.35 -5231.73 1240.67 1902.64 -2400.75 2400.93 -2112.85 -3648.44 939.62 1418.51 -1614.68 1162.38 -957.77 -1907.66 2235.28 -1105.58 124.13 -284.58 -288.29 -1324.42 695.83 -615.51 12.24 69.30 632.92 261.77 447.90
68.74 828.99 -110.84 120.55 487.63 84.78 64.62 296.92 -12.32 53.79 207.34 28.40 -60.41 369.56 -64.77 20.60 125.47 111.32 -0.02 8.84 22.12 81.03 2631.28 -188.30 -303.33 1787.31 -188.30 373.57 -4409.06 181.14 -394.24 -965.69 -167.99 344.48 -929.21 123.18 -504.20 -1238.90 -114.17 526.57 2329.10 184.74 282.14 -1361.64 76.50 -92.19 -1074.13 -32.53 58.80 975.67 18.21 -113.83 -900.02 -34.37 241.53 -529.62 60.50 -302.83 844.24 -75.83 220.76 -399.68 91.03 128.94 -951.59 -20.53 -327.71 795.15 -59.10 4685.86 -3232.69 4773.28 1416.25 -10555.45 2327.78 -3237.80 4521.17 -4607.93 -3192.83 3077.55 -4746.20 -2400.94 2417.34 -3925.65 -1162.40 1314.87 -2242.11 1324.44 178.16 1110.64 8304.95 4306.21 7178.47 -261.77 -1353.98 -978.76 -359.65 857.76 -3088.35 2.44 38.71 -217.14 -2013.32 116.21 -1446.00 -526.57 1753.55 -113.15 -41.92 557.52 -114.17 -56.65 438.37 123.18 19.33 4020.77 -167.99 10.25 425.71 181.14 5231.71 -3266.41 5075.02 -1902.66 2669.90 -4297.82 4115.61 -2193.62 3625.46 3648.43 -2243.88 3644.19 -1418.52 1838.85 -3052.39 2559.49 -1538.73 2396.38 1907.64 -919.12 1849.41 637.55 1923.53 -765.12 -1893.58 290.31 -2111.02 1105.60 -692.68 577.89 284.60 303.03 -731.89 -253.44 -436.86 -611.63 615.53 1213.60 482.03 -11.17 983.59 249.06
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
191 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P -55.41 D537P 0.04 D538P 0.04 D539P 0.03 D540P 0.03 D541P 0.02 D542P 0.01 D543P 0.01 D544P 0.05 D545P 0.04 D546P 0.04 D547P 0.03 D548P 0.02 D549P 0.02 D550P 0.01 D551P 0.01 D552P 0.00 D670P 613.10 D671P 613.10 D672P 613.10 D673P 613.10 D674P 613.10 D675P 613.11 D676P 613.11 D677P 613.13 D678P 613.14 D679P 613.15 D680P 613.16 D681P -402.01 D682P -909.80 D683P -1410.44 D684P -1474.95 D685P -1474.94 D686P 504.74 D687P 742.79 D688P 504.74 D689P 504.74 D690P 504.74 D691P 504.74 D692P -7.39 D693P -7.40 D694P 22.97 D695P -0.05 D696P -0.02 D697P 742.78 D698P 613.12 D699P 613.11 D700P 613.10 D701P 613.10 D702P 613.10 D703P 504.74 D704P 504.73 D705P 504.74 D706P 504.74
-447.87 11.17 -48.78 -586.87 149.69 -404.91 24.32 -99.80 64.69 -192.30 32.52 -45.67 -24.71 189.89 18.85 21.33 384.71 359.62 29.39 23.93 65.91 -32.96 23.38 -39.16 27.70 4.72 11.59 -2.47 -17.31 -61.20 -24.17 -58.69 -13.18 -3.15 1136.99 -1115.72 575.99 -3650.29 -163.72 561.83 -101.14 2555.62 -53.33 -1643.01 -302.83 4687.76 473.24 -22805.60 115.43 -1861.46 115.43 1861.47 -557.45 1011.60 549.95 -3237.57 -2.39 -224.39 -771.51 2449.41 865.11 -5578.09 -226.31 1205.92 -518.97 693.21 2302.29 -3672.05 461.94 3946.83 22.46 -1630.42 -2636.44 4169.15 -1896.06 3386.06 -1160.38 2113.46 -381.40 743.54 -1449.55 -341.71 160.33 188.70 506.00 301.39 -27.01 -65.32 461.93 -3946.81 258.45 16678.04 -98.60 1768.10 397.60 -7863.97 -193.01 1255.03 101.05 -8203.02 4545.35 -8313.13 -2195.49 3806.28 2705.31 -5060.02 3040.57 -5551.59
-1564.75 343.74 -29.37 -23.95 -65.89 32.94 -23.36 39.13 -27.68 -4.74 17.33 61.17 24.20 58.67 13.20 3.12 48.80 586.84 -149.67 404.88 -24.29 99.78 -64.67 192.28 -33.00 122.81 -32.50 45.64 24.74 -189.91 -18.83 -21.36 0.02 -0.02 -575.99 3650.31 -101.05 8203.03 193.01 -1255.01 -397.60 7863.99 98.60 -1768.09 -473.24 22805.60 380.15 -23677.52 -258.45 -16678.03 557.45 -1011.59 -549.95 3237.57 2.39 127.87 771.51 -2497.68 -865.11 5530.49 226.31 -1212.05 518.97 -693.21 -565.26 1465.44 2636.46 -4169.16 -496.37 -2544.80 -2302.28 3672.03 -4545.33 8313.11 -3040.56 5551.58 -2188.94 3530.45 36.16 1754.79 1523.56 2225.54 35.94 73.42 -261.41 32.71 -61.95 38.24 604.93 734.25 380.15 23677.53 302.84 -4687.74 53.33 1643.02 101.14 -2555.61 163.72 -561.82 2195.51 -3806.29 -2705.30 5060.01 1896.07 -3386.08 1791.40 -3201.59
17:07:07 03/17/10
-2000.25 -140.95 151.16 1.74 66.76 89.92 -0.93 57.82 781.88 -216.93 75.06 -74.47 -9.55 -37.71 13.40 -77.55 -23.72 326.99 232.67 14.61 -202.59 13.90 -191.67 152.95 -28.88 115.89 -133.55 109.97 152.07 -215.80 201.39 61.34 -125.65 2975.15 -32.54 -1369.26 -4326.37 -2973.86 -2017.67 -243.01 52.10 195.06 441.16 -160.45 504.09 89.34 60.35 164.54 -43.57 152.95 4060.76 -2952.28 2771.92 2910.83
352.74 -1101.68 -670.89 -109.42 -355.40 27.96 448.29 44.11 1707.06 773.40 120.51 276.17 230.02 77.87 -452.90 -144.38 -5.73 1477.34 2230.40 -345.60 4232.45 -1047.51 6790.25 -8330.88 -3743.66 146.38 512.43 -619.15 -538.20 1052.19 -1252.95 107.45 250.17 -4723.62 1324.89 1226.20 7519.43 5384.12 3399.95 1758.50 1325.97 260.51 602.59 -48.85 -1517.90 5646.09 -862.67 -2269.97 -616.77 -5063.24 -7300.85 5341.13 -5088.02 -5273.00
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
504.74 504.74 504.74 504.74 -7.39 -7.39 -7.39 -7.38 -7.38 22.98 22.99 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00
-1791.38 2050.22 2188.96 -1644.89 611.18 -914.56 -36.14 188.56 -20.92 -35.94 155.59 -64.78 -80.99 -161.20 -46.00 -22.80 -120.17 -15.83 261.43 284.31 245.05 185.62 103.27 61.98 62.60 45.65 2.84
3201.57 -3965.60 -3530.47 1928.19 -1193.59 269.11 -1754.77 -697.13 -247.66 -73.39 817.66 -408.92 -183.95 -80.60 -117.84 -53.57 60.34 -20.69 -32.73 -275.37 -111.18 -78.10 -70.43 -38.26 24.60 41.07 12.26
-2050.20 1160.40 1644.91 -1074.30 1449.57 -611.16 914.58 381.42 -188.54 -155.59 570.92 -284.28 -245.03 -185.60 -103.25 -62.57 -45.62 -2.81 64.81 81.01 161.22 46.02 27.03 22.83 120.19 15.85 0.02
3965.58 -2113.48 -1928.21 218.79 341.73 1193.61 -269.09 -743.52 697.15 -817.63 -142.81 275.35 111.16 78.08 70.40 -24.62 -41.09 -12.29 408.90 183.93 80.58 117.82 65.30 53.55 -60.36 20.66 -0.02
17:07:07 03/17/10
-2314.21 1934.11 2309.56 -1638.07 1450.50 -1073.91 618.31 401.19 -147.43 -190.35 722.04 -629.58 -588.01 -625.49 -269.18 -153.98 -299.02 -33.62 588.40 658.89 732.77 417.80 235.02 152.95 329.68 110.92 5.17
4317.56 -3662.10 -3288.36 1293.36 -599.60 1029.57 -1424.54 -1014.03 316.38 -885.55 670.70 -240.91 -131.29 -4.56 -85.56 -141.03 34.71 -59.47 678.46 -164.93 -55.20 71.64 -9.25 27.57 -64.51 111.34 22.07
Helman O. Mozo
Page
Job
193 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 4 "COMBO 1-4"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ---------------------------------------------------------------------------------------------D0Z93P 0.0164 605.6 0.01627 0.0000 0.0000 0.0000 0.0164 604.3 93.35 D1Z93P 0.01669 0.6233 0.01662 -1.0531 -0.0458 -0.0069 1.342 -0.7017 93.35 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.006737 1000 -107.7 0.0000 0.0000 0.0000 -3.529 993 -99.06 D4Z13P -0.0002464 1000 -111.5 0.0000 0.0000 0.0000 -0.0002464 993.3 -98.12 D5Z19P 0.009665 0.01802 0.01278 -0.1924 -0.1138 -1.4470 -6.331 -6.322 18.75 D6Z26P -0.002868 864 -58.07 0.0000 0.0000 0.0000 -2.536 858.2 -31.78 D7Z31P 0.001235 1000 -133 0.0000 0.0000 0.0000 0.001235 994.5 -101.6 D8Z26P -0.002827 0.03605 0.01788 -0.3183 -0.1680 -1.8279 -5.836 -5.797 26.3 D9Z13P 0.001504 0.008293 0.009576 -0.1901 0.0623 -1.0483 -6.702 -6.695 13.35 D10Z31P 0.001317 0.05759 0.01983 -0.4105 -0.0307 -1.9701 -5.493 -5.437 31.34 D11Z36P 0.007875 0.08255 0.02147 -0.3891 -0.1324 -1.8589 -5.15 -5.076 36.34 D12Z45P -0.003488 0.1219 0.02441 -0.4684 -0.1269 -1.6792 -4.607 -4.481 44.6 D13Z45P -0.003504 1000 -89.62 0.0000 0.0000 0.0000 -2.387 995.4 -45.04 D14Z50P 0.004242 1000 -108.3 0.0000 0.0000 0.0000 0.004242 995.8 -57.93 D15Z55P 0.01071 0.2029 0.02451 -0.7872 -0.0894 -1.4337 -3.872 -3.68 55.31 D16Z68P 0.002559 0.298 0.02354 -0.2725 -0.0046 0.0263 3.034 -2.733 67.98 D17Z68P 0.01547 0.3218 0.02376 -0.5237 -0.0001 -1.1892 -3.016 -2.71 67.98 D18Z55P 0.0003009 0.1876 0.02356 -0.6648 0.0200 -0.0100 3.883 -3.696 55.31 D19Z75P 0.01098 0.3763 0.02298 -0.7051 0.0354 -0.0007 2.545 -2.158 75.38 D20Z75P 0.01161 0.4063 0.02254 -0.6751 -0.1096 -1.0151 -2.522 -2.128 75.38 D21Z81P 0.01006 0.4479 0.02135 -0.7097 0.0367 0.0028 2.143 -1.685 81.35 D22Z81P 0.01621 0.4804 0.02044 -0.8636 -0.0418 -0.8807 -2.116 -1.652 81.35 D23Z86P 0.01455 0.5451 0.0186 -0.8760 -0.0367 -0.7839 -1.812 -1.281 85.89 D24Z86P 0.01442 0.5091 0.02 -0.8125 0.0074 0.0008 1.841 -1.317 85.9 D25Z90P 0.01324 0.5634 0.01833 -0.8454 0.0387 -0.0011 1.59 -1.013 89.61 D26Z90P 0.01777 0.6007 0.01663 -0.9226 -0.0438 -0.7016 -1.559 -0.9757 89.61 D27Z93P 0.01611 0.6621 0.01461 -1.0283 -0.0313 -0.6162 -1.309 -0.6629 93.35 D28Z50P 0.004425 0.1629 0.02453 -0.4912 0.0058 -1.5643 -4.21 -4.052 50.38 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.005666 1000 -107.7 0.0000 0.0000 0.0000 3.528 993 -99.06 D31Z19P -0.009261 0.01568 0.01184 -0.0841 0.0239 0.0049 6.331 -6.325 18.75 D32Z26P 0.003935 864 -58.07 0.0000 0.0000 0.0000 2.537 858.2 -31.79 D33Z26P 0.003884 0.0312 0.01683 -0.1778 0.0552 0.0015 5.837 -5.802 26.3 D34Z13P -0.002039 0.006652 0.008869 -0.1123 -0.1216 0.0093 6.701 -6.696 13.35 D35Z31P 0.001127 0.05142 0.01874 -0.2650 -0.0804 0.0080 5.495 -5.443 31.34 D36Z36P -0.003789 0.07494 0.02032 -0.2480 0.0219 0.0055 5.154 -5.083 36.34 D37Z45P 0.009304 0.1118 0.0232 -0.3342 0.0331 0.0043 4.612 -4.491 44.6 D38Z45P 0.009319 1000 -89.62 0.0000 0.0000 0.0000 2.392 995.4 -45.04 D39Z50P 0.00406 0.1501 0.02345 -0.3562 -0.0800 0.0142 4.219 -4.065 50.38 D40Z113P 3.694e-005 1.067 0.02152 -1.2880 -0.0508 -0.2764 -1.325 -0.2579 113.3 D41Z113P -0.0001234 1.06 0.02373 -1.3898 -0.0451 0.0084 1.325 -0.2646 113.3 D42Z110P 0.002828 0.9933 0.02082 -1.2575 -0.0500 -0.3330 -1.322 -0.3317 110 D43Z110P 0.002627 0.9808 0.02304 -1.3514 -0.0479 0.0058 1.328 -0.3442 110 D44Z107P 0.00562 0.9215 0.01997 -1.2214 -0.0542 -0.3896 -1.319 -0.4035 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
194 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.005503 0.008419 0.00829 0.0113 0.01092 0.01397 0.01359 0.01545 0.01146 0.01019 0.006396 0.004521 0.0009683 -0.001233 0.01478 0.01346 0.009292 0.007527 0.003778 0.001685 -0.001766 -0.002778 -0.003285 -0.002869 -0.00235 -0.004046 -0.003998 -0.004309 -0.004409 -0.004808 -0.004863 -0.005128 -0.005172 -0.005558 -0.005582 -0.005838 -0.005864 -0.006323 -0.006089 -0.00848 -0.008403 -0.007026 -0.007463 -0.007983 -0.006875 0.002347 0.002347 -0.008018 -0.007339 -0.006807 -0.006122 -0.005572 -0.004915 -0.004348
0.9036 0.852 0.8287 0.7853 0.7566 0.7225 0.6887 0.6922 0.7219 0.8182 0.8657 0.957 1.02 1.105 0.6557 0.7532 0.7922 0.8863 0.9419 1.03 1.1 1.148 1.172 1.173 1.149 1.208 1.21 1.245 1.247 1.282 1.285 1.32 1.324 1.358 1.362 1.396 1.401 1.441 1.434 1.513 1.525 1.468 1.486 1.496 1.46 1.837 1.827 1.541 1.548 1.573 1.583 1.606 1.618 1.64
0.02218 0.01895 0.02113 0.01773 0.01986 0.01629 0.01837 0.01552 0.01917 0.01839 0.0217 0.02044 0.02343 0.02183 0.01757 0.01706 0.02056 0.0195 0.02266 0.02121 0.02404 0.01425 0.008832 0.009345 0.01315 0.009172 0.009619 0.009431 0.009894 0.009693 0.01009 0.009883 0.0103 0.01007 0.01044 0.01021 0.01059 0.01069 0.01034 0.002435 0.001665 0.007734 0.005111 0.004697 0.007743 0.003449 0.002684 0.001829 0.002748 0.002111 0.002995 0.002321 0.003171 0.002471
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P -0.003705 1.654 0.003295 -1.8733 0.0623 D100Z136P -0.003126 1.674 0.002576 -1.7573 0.0624 D101Z136P -0.002496 1.691 0.003381 -1.8872 0.0626 D102Z137P -0.001905 1.708 0.002643 -1.7683 0.0625 D103Z138P -0.001285 1.727 0.00343 -1.8949 0.0625 D104Z138P -0.0006846 1.742 0.002675 -1.7744 0.0625 D105Z139P -7.515e-005 1.764 0.003447 -1.8936 0.0626 D106Z139P 0.0005302 1.776 0.002684 -1.7645 0.0625 D107Z140P 0.001136 1.801 0.003449 -1.8890 0.0626 D108Z140P 0.001742 1.81 0.002684 -1.7646 0.0626 D109Z92P 0.01679 0.6333 0.0156 -0.9895 -0.0875 D111Z88P 0.01655 0.575 0.01753 -0.9061 0.0144 D113Z84P 0.01551 0.5158 0.0194 -0.8640 -0.0990 D115Z79P 0.01363 0.4444 0.02157 -0.7822 0.0064 D117Z72P 0.01677 0.3704 0.02269 -0.7732 -0.1415 D119Z62P 0.007408 0.3004 0.02241 -0.5102 -0.0625 D121Z9P 0.005656 -0.001884 0.006577 -0.0529 -0.0258 D122Z9P -0.006726 -0.001134 0.007102 -0.1080 -0.0204 D123Z132P -0.007373 1.557 0.001988 -1.6564 0.0636 D124Z133P -0.006148 1.59 0.002234 -1.7108 0.0643 D125Z134P -0.004933 1.623 0.002409 -1.7323 0.0637 D126Z135P -0.003718 1.657 0.002533 -1.7483 0.0635 D127Z136P -0.002503 1.691 0.002618 -1.7635 0.0634 D128Z138P -0.001289 1.725 0.002668 -1.7729 0.0633 D129Z139P -7.579e-005 1.759 0.002683 -1.7698 0.0629 D130Z140P 0.001136 1.793 0.002684 -1.7639 0.0626 D131Z92P 0.01586 0.5942 0.01756 -0.9069 0.0790 D132Z88P 0.01346 0.538 0.0191 -0.8383 -0.0332 D133Z84P 0.01269 0.48 0.0207 -0.7742 0.0728 D134Z79P 0.01021 0.4155 0.02205 -0.6732 -0.0260 D135Z72P 0.006216 0.3351 0.02354 -0.6754 0.0961 D136Z62P 0.006747 0.2829 0.02164 -0.4117 -0.0007 D137Z93P 3.709e-014 0.6236 -0.007232 0.0000 0.0000 D138Z93P -0.01991 0.6232 -0.03095 -1.0573 0.0430 D139Z9P 1000 -0.001925 107.7 0.0000 0.0000 D140Z13P -210.6 0.00366 -14.16 0.0000 0.0000 D141Z26P 864 0.03113 58.09 0.0000 0.0000 D142Z31P -249.9 0.05121 -16.81 0.0000 0.0000 D143Z45P 1000 0.1118 89.65 0.0000 0.0000 D144Z50P -168.5 0.1498 -11.33 0.0000 0.0000 D145Z68P -0.003217 0.2996 -0.03515 -0.2727 -0.0037 D146Z55P -0.0007887 0.1884 -0.03363 -0.6614 -0.0263 D147Z75P -0.01369 0.376 -0.03566 -0.6997 -0.0392 D148Z81P -0.01205 0.4486 -0.0345 -0.7391 -0.0360 D149Z86P -0.01745 0.5092 -0.03369 -0.8051 -0.0140 D150Z90P -0.01587 0.5637 -0.03231 -0.8311 -0.0468 D151Z9P -1000 -0.003957 -107.7 0.0000 0.0000 D152Z9P -0.008261 -0.003864 -0.008885 -0.0575 0.0265 D153Z0P 0 0 0 0.0000 0.0000 D154Z19P 0.01198 0.01841 -0.01569 -0.0797 -0.0263 D155Z26P -864 0.02982 -58.1 0.0000 0.0000 D156Z26P -0.00564 0.02988 -0.02278 -0.1644 -0.0745 D157Z13P 0.001611 0.006826 -0.01194 -0.1511 0.1646 D158Z31P -0.00191 0.05135 -0.02552 -0.2932 0.1047
17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P -0.01922 D214Z9P -0.008268 D215Z13P 0.0001492 D216Z26P -0.00569 D217Z31P -0.001911 D218Z45P -0.01242 D219Z50P -0.005618 D220Z68P -0.01911 D221Z55P -0.01338 D222Z75P -0.01385 D223Z81P -0.01968 D224Z86P -0.0173 D225Z90P -0.02124 D226Z9P 0.009291 D227Z9P 0.009278 D228Z0P 0 D229Z19P -0.0129 D230Z26P 0.00364 D231Z26P 0.003591 D232Z13P -0.001396 D233Z31P -0.001924 D234Z36P -0.01013 D235Z45P 0.004306 D236Z45P 0.004319 D237Z50P -0.005742 D238Z113P -0.003923 D239Z110P -0.006707 D240Z107P -0.009332 D241Z103P -0.01201 D242Z100P -0.01478 D243Z97P -0.01731 D244Z98P -0.01701 D245Z105P -0.01127 D246Z112P -0.005659 D247Z95P -0.01871 D248Z102P -0.01377 D249Z108P -0.00836 D250Z115P -0.002877 D251Z117P -0.001775 D252Z118P -0.0008732 D253Z119P -0.0009678 D254Z121P -0.0004576 D255Z122P -5.346e-005 D256Z124P 0.0004638 D257Z125P 0.0008106 D258Z126P 0.001261 D259Z128P 0.001571 D260Z131P 0.003987 D261Z129P 0.002383 D262Z130P 0.002973 D263Z141P -0.006645 D264Z131P 0.003294 D265Z133P 0.002133 D266Z134P 0.0009713
0.662 -0.02905 -1.0126 0.0233 -0.3775 1000 107.6 0.0000 0.0000 0.0000 1000 83.14 0.0000 0.0000 0.0000 864 58.06 0.0000 0.0000 0.0000 1000 99.35 0.0000 0.0000 0.0000 1000 89.61 0.0000 0.0000 0.0000 1000 85.62 0.0000 0.0000 0.0000 0.3239 -0.03564 -0.3782 0.0031 -0.7545 0.2039 -0.03489 -0.7388 0.0571 -0.8928 0.4046 -0.03553 -0.7787 0.0413 -0.6279 0.4821 -0.0337 -0.8096 0.0296 -0.5483 0.5445 -0.0325 -0.8582 0.0126 -0.4865 0.6014 -0.0307 -0.9103 0.0206 -0.4336 1000 107.6 0.0000 0.0000 0.0000 -0.00345 -0.009616 -0.1054 0.0107 -0.5873 0 0 0.0000 0.0000 0.0000 0.02091 -0.01695 -0.1558 0.0831 -0.9916 864 58.06 0.0000 0.0000 0.0000 0.03428 -0.02426 -0.2594 0.1384 -1.1744 0.00833 -0.01291 -0.2159 -0.1256 -0.7900 0.05734 -0.02704 -0.3932 -0.0472 -1.2375 0.084 -0.02935 -0.3377 0.0896 -1.1664 0.12 -0.03388 -0.4206 0.0876 -1.0527 1000 89.61 0.0000 0.0000 0.0000 0.1628 -0.03449 -0.4785 -0.0732 -0.9838 1.067 -0.03707 -1.2907 0.0513 -0.1569 0.9933 -0.03624 -1.2586 0.0473 -0.1937 0.9215 -0.03524 -1.2186 0.0531 -0.2304 0.852 -0.03404 -1.1776 0.0418 -0.2672 0.7854 -0.03262 -1.1185 0.0612 -0.3040 0.7225 -0.03097 -1.0569 0.0238 -0.3407 0.7535 -0.03184 -1.0838 0.0441 -0.3223 0.8864 -0.03469 -1.1987 0.0456 -0.2488 1.03 -0.0367 -1.2748 0.0474 -0.1753 0.6921 -0.03009 -1.0447 0.0376 -0.3591 0.8183 -0.03339 -1.1515 0.0461 -0.2856 0.9571 -0.03579 -1.2399 0.0429 -0.2121 1.105 -0.03745 -1.2922 0.0347 -0.1385 1.149 -0.02886 -1.2944 0.0893 -0.1113 1.173 -0.02454 -1.3665 0.0303 -0.1009 1.208 -0.02488 -1.4808 -0.0004 -0.0996 1.245 -0.02522 -1.4882 0.0232 -0.0982 1.282 -0.02548 -1.5008 0.0177 -0.0969 1.32 -0.02573 -1.5272 0.0178 -0.0955 1.358 -0.02591 -1.5382 0.0158 -0.0942 1.396 -0.02609 -1.5480 0.0155 -0.0929 1.434 -0.02622 -1.5461 0.0142 -0.0915 1.514 -0.01844 -1.6607 -0.0427 -0.0389 1.46 -0.02369 -1.4963 0.0535 -0.0774 1.487 -0.02108 -1.5275 0.0791 -0.0556 1.837 -0.01961 -1.8870 -0.0609 -0.0389 1.53 -0.01861 -1.7733 -0.0690 -0.0389 1.565 -0.01893 -1.8087 -0.0612 -0.0389 1.6 -0.01917 -1.8487 -0.0612 -0.0389
17:07:07 03/17/10
-1.344 3.514 0.0001492 2.527 -0.001911 2.371 -0.005618 -3.05 -3.897 -2.548 -2.152 -1.844 -1.598 -3.513 -7.013 -7.6 -6.353 -2.529 -5.829 -6.705 -5.496 -5.168 -4.599 -2.379 -4.22 -1.329 -1.332 -1.334 -1.337 -1.34 -1.342 -1.342 -1.336 -1.331 -1.344 -1.339 -1.333 -1.328 -0.9034 -0.6909 -0.691 -0.6905 -0.6901 -0.6895 -0.6892 -0.6887 -0.6884 -0.346 -0.5743 -0.4604 -0.3566 -0.3467 -0.3479 -0.349
1.987 1007 1007 869.9 1005 1005 1004 3.355 4.087 2.938 2.615 2.371 2.178 1007 7.019 7.6 6.361 869.9 5.867 6.711 5.552 5.242 4.723 1005 4.377 2.392 2.318 2.246 2.177 2.11 2.047 2.078 2.211 2.355 2.017 2.143 2.282 2.43 2.051 1.863 1.898 1.935 1.972 2.01 2.048 2.086 2.124 1.864 2.037 1.95 2.187 1.88 1.915 1.95
93.31 116.2 96.48 84.35 130.7 134.2 136 67.92 55.25 75.32 81.29 85.84 89.56 116.2 8.58 0 18.72 84.35 26.26 13.33 31.29 36.29 44.54 134.2 50.32 113.2 109.9 106.6 103.3 99.95 96.63 98.29 104.9 111.6 94.97 101.6 108.2 114.9 116.9 117.9 119.4 120.8 122.2 123.6 125 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.6
Helman O. Mozo
Page
Job
198 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.000192 1.636 -0.01934 -1.8624 -0.001362 1.673 -0.01946 -1.8810 -0.002532 1.709 -0.01954 -1.8918 -0.003702 1.746 -0.01959 -1.8980 -0.004876 1.782 -0.01961 -1.8881 -0.006056 1.819 -0.01961 -1.8882 0.002765 1.548 -0.01879 -1.8067 0.001597 1.583 -0.01907 -1.8276 0.0004223 1.618 -0.01927 -1.8576 -0.0007539 1.654 -0.01941 -1.8714 -0.001931 1.691 -0.01951 -1.8872 -0.003108 1.727 -0.01958 -1.8965 -0.004286 1.764 -0.0196 -1.8934 -0.005465 1.801 -0.01961 -1.8875 -0.02015 0.6335 -0.02986 -0.9551 -0.01966 0.575 -0.03152 -0.9132 -0.01839 0.5158 -0.03305 -0.8091 -0.01711 0.4465 -0.03454 -0.7750 -0.01697 0.3623 -0.0359 -0.7257 -0.009133 0.3005 -0.03386 -0.5249 3.709e-014 0.6625 -0.007333 0.0000 1000 -0.003523 -107.7 0.0000 210.6 0.004814 -14.16 0.0000 864 0.03418 -58.1 0.0000 249.9 0.0571 -16.81 0.0000 1000 0.1199 -89.66 0.0000 168.5 0.1626 -11.33 0.0000 -1000 -0.001175 107.7 0.0000 -864 0.03586 58.09 0.0000 -1000 0.1219 89.65 0.0000 -0.008068 1.53 0.002609 -1.7765 -0.006696 1.565 0.00289 -1.8123 -0.005527 1.6 0.0031 -1.8502 -0.004308 1.636 0.003243 -1.8603 -0.003101 1.673 0.003348 -1.8806 -0.00189 1.709 0.003415 -1.8921 -0.0006804 1.746 0.003447 -1.9003 0.0005302 1.782 0.003449 -1.8858 0.001741 1.819 0.003449 -1.8877
17:07:07 03/17/10
-0.0612 -0.0611 -0.0611 -0.0611 -0.0610 -0.0610 -0.0577 -0.0595 -0.0596 -0.0601 -0.0601 -0.0602 -0.0605 -0.0609 0.0790 -0.0475 0.0896 -0.0376 0.1238 0.0090 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0670 0.0611 0.0628 0.0624 0.0625 0.0625 0.0625 0.0626 0.0626
-0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.0389 -0.4001 -0.4606 -0.5122 -0.5909 -0.6701 -0.8171 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1876 -0.1876 -0.1875 -0.1875 -0.1875 -0.1875 -0.1875 -0.1875 -0.1875
-0.3502 1.986 134.8 -0.3514 2.023 135.9 -0.3525 2.059 137 -0.3537 2.096 138.1 -0.3549 2.132 139.2 -0.3561 2.169 140.3 -0.3472 1.898 132 -0.3484 1.933 133.1 -0.3496 1.968 134.2 -0.3508 2.004 135.3 -0.3519 2.041 136.4 -0.3531 2.077 137.5 -0.3543 2.114 138.6 -0.3555 2.151 139.7 -1.46 2.073 91.6 -1.712 2.267 87.84 -1.986 2.484 83.74 -2.333 2.762 78.56 -2.777 3.123 71.95 -3.414 3.705 62.37 -1.325 0.6625 93.33 993 3.519 -99.07 203.9 0.004814 -0.8167 858.2 2.567 -31.82 244.4 0.0571 14.51 995.4 2.503 -45.09 164.3 0.1626 39.02 -1007 -3.524 116.2 -869.8 -2.497 84.38 -1005 -2.261 134.2 -0.3581 1.18 131.4 -0.3567 1.215 132.6 -0.3555 1.25 133.7 -0.3543 1.286 134.8 -0.3531 1.323 135.9 -0.3519 1.359 137 -0.3507 1.396 138.1 -0.3495 1.432 139.2 -0.3483 1.469 140.3
Joint Support Reactions for Load Case "COMBO 1-4": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D2Z0P -89.59 0.0 -113.33 0.0 -1008.13 0.0 0.0 1018.43 0.0 -0.36 0.0 2.4 0.0 3.86 0.0 0.0 D29Z0P 85.11 0.0 -100.41 0.0 -927.00 0.0 0.0 936.30 0.0 -0.78 0.0 -1.8 0.0 0.03 0.0 0.0 D153Z0P -116.09 0.0 -133.45 0.0 1245.88 0.0 0.0 1258.38 0.0 -1.22 0.0 2.4 0.0 0.03 0.0 0.0 D228Z0P 124.20 0.0 -149.33 0.0 1357.37 0.0 0.0 1371.19 0.0 -0.91 0.0 -3.0 0.0 3.36 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-4":
Helman O. Mozo
Page
Job
199 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.6056 -0.9563 0.0000 -0.0000 0.9563 0.0164 605.6455 0.0163 D1Z93P 0.0000 1.2782 -1.9526 0.0000 -1.2775 1.9526 0.0167 0.6233 0.0166 D2Z0P 0.0000 1.7632 -2.9973 89.5939 111.5694 1011.1248 0.0000 0.0000 0.0000 D3Z9P 0.0000 3.2170 -6.1434 -0.0000 -1.6158 6.0358 -0.0067 1000.0000 -107.6508 D4Z13P 0.0000 1.4538 -3.1461 -0.0000 0.2040 3.0347 -0.0002 1000.0000 -111.4574 D5Z19P -0.5646 6.4155 -9.8227 0.5647 -6.4154 9.8227 0.0097 0.0180 0.0128 D6Z26P 0.0000 1.7359 -3.7345 -0.0000 -0.8718 3.6764 -0.0029 864.0468 -58.0698 D7Z31P 0.0000 1.7359 -3.7345 0.0000 0.2421 3.6015 0.0012 1000.0000 -132.9637 D8Z26P -0.5727 5.0077 -6.6766 0.5727 -5.0077 6.6766 -0.0028 0.0360 0.0179 D9Z13P -0.1455 2.2851 -4.6437 0.1455 -2.2851 4.6437 0.0015 0.0083 0.0096 D10Z31P -0.9159 6.9686 -8.5345 0.9159 -6.9686 8.5345 0.0013 0.0576 0.0198 D11Z36P 0.0000 4.4216 -6.7415 0.0000 -4.4215 6.7415 0.0079 0.0825 0.0215 D12Z45P 0.0000 2.6788 -5.1050 -0.0000 -2.6787 5.1051 -0.0035 0.1219 0.0244 D13Z45P 0.0000 2.6788 -5.1050 -0.0000 -1.3454 5.0154 -0.0035 1000.0000 -89.6161 D14Z50P 0.0000 1.4491 -2.5180 0.0000 0.1620 2.4097 0.0042 1000.0000 -108.2882 D15Z55P 0.0000 4.1793 -6.6717 0.0000 -4.1791 6.6717 0.0107 0.2029 0.0245 D16Z68P 0.0000 10.2104 -6.8162 0.0000 -10.2101 6.8162 0.0026 0.2980 0.0235 D17Z68P 0.0000 10.2104 -6.8162 0.0000 -10.2101 6.8162 0.0155 0.3218 0.0238 D18Z55P 0.0000 9.9119 -7.1277 0.0000 -9.9117 7.1277 0.0003 0.1876 0.0236 D19Z75P 0.0000 2.6324 -3.7979 0.0000 -2.6320 3.7979 0.0110 0.3763 0.0230 D20Z75P 0.0000 8.7491 -4.2539 0.0000 -8.7487 4.2539 0.0116 0.4063 0.0225 D21Z81P 0.0000 2.0041 -2.8153 0.0000 -2.0036 2.8154 0.0101 0.4479 0.0213 D22Z81P 0.0000 2.0041 -2.8153 0.0000 -2.0036 2.8154 0.0162 0.4804 0.0204 D23Z86P 0.0000 1.5665 -2.2294 0.0000 -1.5659 2.2295 0.0146 0.5451 0.0186 D24Z86P 0.0000 1.5665 -2.2294 0.0000 -1.5660 2.2295 0.0144 0.5091 0.0200 D25Z90P 0.0000 1.3723 -2.0018 0.0000 -1.3718 2.0019 0.0132 0.5634 0.0183 D26Z90P 0.0000 1.3723 -2.0018 0.0000 -1.3717 2.0019 0.0178 0.6007 0.0166 D27Z93P 0.0000 1.2782 -1.9526 0.0000 -1.2775 1.9526 0.0161 0.6621 0.0146 D28Z50P 0.0000 1.4491 -2.5180 0.0000 -1.4490 2.5180 0.0044 0.1629 0.0245 D29Z0P 0.0000 1.7632 -2.9973 -85.1121 98.6461 929.9988 0.0000 0.0000 0.0000 D30Z9P 0.0000 3.2170 -6.1434 0.0000 -1.6158 6.0358 0.0057 1000.0000 -107.6513 D31Z19P 0.0000 3.1897 -6.8806 -0.0000 -3.1897 6.8806 -0.0093 0.0157 0.0118 D32Z26P 0.0000 1.7359 -3.7345 0.0000 -0.8718 3.6764 0.0039 864.0439 -58.0703 D33Z26P 0.0000 1.7359 -3.7345 0.0000 -1.7358 3.7345 0.0039 0.0312 0.0168 D34Z13P 0.0000 1.4538 -3.1461 -0.0000 -1.4538 3.1461 -0.0020 0.0067 0.0089 D35Z31P 0.0000 1.7359 -3.7345 0.0000 -1.7358 3.7345 0.0011 0.0514 0.0187 D36Z36P 0.0000 2.9656 -6.3215 -0.0000 -2.9655 6.3215 -0.0038 0.0749 0.0203 D37Z45P 0.0000 2.6788 -5.1050 0.0000 -2.6787 5.1051 0.0093 0.1118 0.0232 D38Z45P 0.0000 2.6788 -5.1050 0.0000 -1.3454 5.0154 0.0093 1000.0000 -89.6166 D39Z50P 0.0000 1.4491 -2.5180 0.0000 -1.4490 2.5180 0.0041 0.1501 0.0234 D40Z113P 0.0000 0.6787 -1.0386 0.0000 -0.6776 1.0386 0.0000 1.0671 0.0215 D41Z113P 0.0000 0.6787 -1.0386 -0.0000 -0.6776 1.0386 -0.0001 1.0604 0.0237 D42Z110P 0.0000 0.6745 -1.0386 0.0000 -0.6735 1.0386 0.0028 0.9933 0.0208 D43Z110P 0.0000 0.6745 -1.0386 0.0000 -0.6735 1.0386 0.0026 0.9808 0.0230 D44Z107P 0.0000 0.6963 -1.1014 0.0000 -0.6953 1.1015 0.0056 0.9215 0.0200 D45Z107P 0.0000 0.6963 -1.1014 0.0000 -0.6954 1.1015 0.0055 0.9036 0.0222 D46Z103P 0.0000 0.6916 -1.1014 0.0000 -0.6908 1.1015 0.0084 0.8520 0.0189 D47Z103P 0.0000 0.6916 -1.1014 0.0000 -0.6908 1.1015 0.0083 0.8287 0.0211 D48Z100P 0.0000 0.6611 -1.0386 0.0000 -0.6603 1.0386 0.0113 0.7853 0.0177 D49Z100P 0.0000 0.6611 -1.0386 0.0000 -0.6604 1.0386 0.0109 0.7566 0.0199
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
200 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.6056 0.6056 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822 0.6035 0.8886 0.8886 0.6035 0.5708 0.5708 3.6161 3.6161 0.5736 0.5736 0.5669 0.5669 3.6264 3.6264 0.5615 0.5615 0.5244 0.5244 0.3342 0.3342 0.2434 0.2434 0.2434 0.2434 0.0977 0.0977 0.0908 0.1818 0.0910 0.1821 0.0911 3.0405 0.0913 0.1827 0.0914 0.1830 0.0916 0.1834
-0.9563 -0.9563 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9743 -1.5731 -1.5731 -0.9743 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441 -0.3968 -0.3968 -0.2811 -0.2811 -0.2811 -0.2811 -0.1239 -0.1239 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -0.2314
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17:07:07 03/17/10
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Job
201 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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17:07:07 03/17/10
-0.0124 -0.0056 -0.0191 -0.0134 -0.0139 -0.0197 -0.0173 -0.0212 0.0093 0.0093 0.0000 -0.0129 0.0036 0.0036 -0.0014 -0.0019 -0.0101 0.0043 0.0043 -0.0057 -0.0039 -0.0067 -0.0093 -0.0120 -0.0148 -0.0173 -0.0170 -0.0113 -0.0057 -0.0187 -0.0138 -0.0084 -0.0029 -0.0018 -0.0009 -0.0010 -0.0005 -0.0001 0.0005 0.0008 0.0013 0.0016 0.0040 0.0024 0.0030 -0.0066 0.0033 0.0021 0.0010 -0.0002 -0.0014 -0.0025 -0.0037 -0.0049
1000.0000 1000.0000 0.3239 0.2039 0.4046 0.4821 0.5445 0.6014 1000.0000 -0.0034 0.0000 0.0209 864.0456 0.0343 0.0083 0.0573 0.0840 0.1200 1000.0000 0.1628 1.0671 0.9933 0.9215 0.8520 0.7854 0.7225 0.7535 0.8864 1.0300 0.6921 0.8183 0.9571 1.1046 1.1495 1.1725 1.2083 1.2451 1.2821 1.3196 1.3577 1.3959 1.4344 1.5135 1.4601 1.4865 1.8373 1.5302 1.5651 1.6005 1.6364 1.6726 1.7091 1.7458 1.7825
89.6072 85.6190 -0.0356 -0.0349 -0.0355 -0.0337 -0.0325 -0.0307 107.6489 -0.0096 0.0000 -0.0169 58.0630 -0.0243 -0.0129 -0.0270 -0.0294 -0.0339 89.6065 -0.0345 -0.0371 -0.0362 -0.0352 -0.0340 -0.0326 -0.0310 -0.0318 -0.0347 -0.0367 -0.0301 -0.0334 -0.0358 -0.0374 -0.0289 -0.0245 -0.0249 -0.0252 -0.0255 -0.0257 -0.0259 -0.0261 -0.0262 -0.0184 -0.0237 -0.0211 -0.0196 -0.0186 -0.0189 -0.0192 -0.0193 -0.0195 -0.0195 -0.0196 -0.0196
Helman O. Mozo
Page
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204 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.4950 8.6094 0.6056 3.2170 1.4538 1.7359 1.7359 2.6788 1.4491 3.2170 1.7359 2.6788 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
-0.1239 -0.2314 -0.2314 -1.4698 -0.2314 -0.2314 -0.2314 -1.4698 -0.2396 -0.9964 -1.4615 -1.6800 -1.5914 -2.2065 -4.6097 -0.9563 -6.1434 -3.1461 -3.7345 -3.7345 -5.1050 -2.5180 -6.1434 -3.7345 -5.1050 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
-0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 1.6013 0.2106 0.8640 0.2499 1.3333 0.1685 -1.6013 -0.8640 -1.3333 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000
-0.0959 -0.1802 -0.1805 -3.0389 -0.1811 -0.1814 -0.1816 -3.0596 -0.1879 -0.6719 -4.6439 -4.7713 -1.1370 -1.4946 -8.6091 -0.6050 -3.2170 -1.4538 -1.7358 -1.7358 -2.6787 -1.4490 -3.2170 -1.7358 -2.6787 -0.0893 -0.0894 -0.0895 -0.0897 -0.0898 -0.0899 -0.0900 -0.0901 -0.0959
0.1238 -0.0061 0.2314 0.0028 0.2314 0.0016 1.4698 0.0004 0.2314 -0.0008 0.2314 -0.0019 0.2314 -0.0031 1.4698 -0.0043 0.2395 -0.0055 0.9963 -0.0202 1.4615 -0.0197 1.6799 -0.0184 1.5913 -0.0171 2.2065 -0.0170 4.6097 -0.0091 0.9563 0.0000 6.0358 1000.0000 3.1320 210.5652 3.6763 864.0150 3.7176 249.9407 5.0154 1000.0000 2.5067 168.5265 6.2511 -1000.0000 3.7925 -864.0138 5.1947 -1000.0000 0.1157 -0.0081 0.1157 -0.0067 0.1157 -0.0055 0.1157 -0.0043 0.1157 -0.0031 0.1157 -0.0019 0.1157 -0.0007 0.1157 0.0005 0.1239 0.0017
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 32.72 7401.05 67.02 -2603.13 1599.40 2796.57 971.31 D128P 32.72 2603.12 -1599.38 1947.30 4551.84 2229.26 1446.42 D129P 32.72 -423.53 -1064.80 -2520.24 -1983.67 -1467.70 -1519.90 D130P 32.71 595.30 -384.00 -134.30 4656.02 187.26 1735.30 D131P 32.71 -740.88 198.88 -1316.11 -3349.47 -631.68 -967.52 D132P 32.71 373.77 -2209.95 -4352.03 13140.13 -982.54 2699.51 D133P 32.71 4352.03 -13140.12 5887.84 -16317.62 1835.23 -5279.52 D134P 32.71 -1165.17 -1394.71 -3830.27 -11574.75 -1008.72 -2618.91 D135P 32.71 -1165.17 1394.71 -2638.19 -554.05 -655.07 144.79 D136P 32.71 2638.18 554.05 2065.06 1995.06 567.19 307.41 D137P 32.71 -2065.06 -1995.06 -561.21 88.20 -522.90 -379.66 D138P 32.71 561.21 -88.20 -2227.57 -1277.88 -329.47 -270.10 D139P 32.71 2227.57 1277.88 1706.87 3301.79 518.78 603.85
1.8190 -0.0196 1.5476 -0.0188 1.5827 -0.0191 1.6184 -0.0193 1.6545 -0.0194 1.6909 -0.0195 1.7275 -0.0196 1.7642 -0.0196 1.8007 -0.0196 0.6335 -0.0299 0.5750 -0.0315 0.5158 -0.0330 0.4465 -0.0345 0.3623 -0.0359 0.3005 -0.0339 0.6625 -0.0073 -0.0035 -107.6601 0.0048 -14.1567 0.0342 -58.1019 0.0571 -16.8069 0.1199 -89.6612 0.1626 -11.3348 -0.0012 107.6582 0.0359 58.0948 0.1219 89.6514 1.5304 0.0026 1.5650 0.0029 1.6005 0.0031 1.6364 0.0032 1.6726 0.0033 1.7091 0.0034 1.7458 0.0034 1.7825 0.0034 1.8190 0.0034
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
32.71 32.71 32.71 38.92 123.77 38.92 38.92 38.92 38.92 68.49 68.49 33.01 -0.01 -0.00 123.76 32.71 32.71 32.71 32.72 32.72 38.92 38.92 38.92 38.92 38.92 38.92 38.92 38.92 68.49 68.49 68.49 68.49 68.49 33.02 33.02 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00 51.13 51.13 51.12
-1706.87 -321.42 2379.41 288.18 -0.37 -5188.36 134.03 -124.45 -132.77 -393.23 124.90 75.57 193.63 -43.95 -0.39 3830.27 1316.11 134.29 2520.23 -1947.31 -1969.38 -436.31 -1144.26 -1209.93 -19.17 -894.78 -1187.75 438.81 243.99 249.97 855.83 637.11 -100.22 143.01 109.50 -264.43 -115.58 -49.27 -80.35 -42.27 37.47 -23.83 -10.65 -165.22 -57.61 -39.96 -37.26 -18.19 22.56 31.81 14.68 -7791.62 -2915.54 1770.85
-3301.78 638.26 314.78 -4487.21 3088.06 5278.33 5277.13 4519.47 2803.09 -681.75 -3292.29 -225.39 -486.90 100.28 -3088.04 11574.76 3349.48 -4656.01 1983.68 -4551.83 -6879.94 5562.66 -4101.63 -4763.25 4143.97 -3207.42 -2795.23 2504.16 1124.17 -850.64 661.30 626.79 207.05 104.29 500.91 382.19 325.61 221.70 157.29 47.84 11.89 0.22 -547.56 -365.28 -263.54 -186.54 -127.86 -73.39 -23.19 -2.18 0.71 512.13 -1754.55 346.18
321.42 -2379.41 1801.57 -134.05 -5670.06 -288.19 1969.36 1209.91 1187.72 -855.86 -4154.53 -142.98 10.62 18.16 1780.39 5887.85 -373.78 740.87 -595.31 423.52 436.29 1144.24 124.43 19.15 894.76 132.75 -438.84 -1042.88 -124.92 -244.01 -249.99 393.20 -637.14 -109.48 481.23 165.19 57.58 39.93 37.23 -22.59 -31.84 -14.71 264.40 115.55 49.24 80.32 43.92 42.24 -37.50 23.80 -0.03 2915.55 -2112.86 4904.62
-638.26 -314.78 692.28 -5277.13 -177.54 4487.21 6879.94 4763.25 2795.23 -661.31 -3864.17 -104.27 547.56 73.39 282.08 16317.62 2209.96 -198.87 384.01 1064.81 -5562.66 4101.63 -4519.47 -4143.97 3207.43 -2803.09 -2504.16 1475.00 3292.29 -1124.17 850.64 681.75 -626.79 -500.89 -204.71 365.28 263.54 186.54 127.85 23.19 2.18 -0.71 -382.19 -325.61 -221.71 -157.30 -100.28 -47.84 -11.89 -0.22 -0.00 1754.56 5421.19 -442.34
17:07:07 03/17/10
-255.65 -566.04 484.54 92.85 -5358.46 -3289.22 1267.10 653.89 635.51 -879.20 -2836.35 -67.00 368.40 -46.51 841.03 1359.65 278.43 319.34 912.85 -880.26 -923.55 426.46 -614.35 -717.34 527.46 -459.05 -979.87 -363.90 83.81 4.19 426.43 725.21 -519.00 33.32 587.11 -178.99 -104.61 -16.86 -77.77 -116.98 10.16 -69.51 457.67 -89.59 -15.09 72.79 12.01 43.38 -26.96 100.30 26.42 -2842.12 -2463.42 3328.25
-727.04 67.80 116.71 -5882.13 2750.39 5865.19 7323.54 5592.00 3372.48 -945.34 -5037.23 -327.64 109.40 313.23 -1325.79 3902.39 1642.65 -1771.50 1122.83 -2014.37 -7495.54 5821.86 -5193.43 -5365.79 4428.55 -3620.79 -3192.40 2397.08 3108.62 -1390.02 1064.22 921.04 -295.44 -394.16 294.38 1348.14 1062.59 736.31 514.30 128.11 25.38 -0.89 -1676.91 -1246.09 -875.19 -620.15 -411.47 -218.66 -63.27 -4.33 1.28 1321.19 1796.30 -47.95
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
51.12 51.12 51.12 51.11 51.11 51.11 51.11 51.11 51.11 51.11 51.11 51.11 51.11 99.37 494.10 99.37 99.38 99.38 99.38 -12.13 -12.14 38.66 -0.03 -0.01 494.09 51.11 51.12 51.12 51.12 51.13 99.38 99.38 99.38 99.38 99.38 99.38 99.38 99.38 -12.14 -12.14 -12.13 -12.13 -12.13 38.66 38.67 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00 -0.03 -0.02
1015.61 1557.89 -50.16 5445.59 392.17 2844.82 323.89 -152.70 1466.76 -3518.32 549.89 -1127.33 -802.31 -2115.68 3421.79 13135.09 646.95 2721.55 -3421.79 -13135.09 -5223.93 -16315.27 -1549.52 -5278.20 1409.69 -1449.62 3388.24 -11659.19 968.84 -2647.05 1409.69 1449.62 3486.91 -567.70 843.36 151.90 -3486.91 567.71 -2902.84 2004.54 -770.57 310.20 2902.85 -2004.54 576.55 86.48 692.75 -381.89 -576.54 -86.48 3279.10 -1333.68 534.34 -280.79 -3279.10 1333.68 -2973.89 3480.71 -824.49 634.80 2973.89 -3480.70 -91.57 -774.93 531.86 -785.27 91.57 774.93 3167.00 -392.53 682.94 80.14 -3167.00 392.53 -2551.11 819.77 -662.68 140.50 493.28 4900.35 339.26 5962.11 501.53 6543.65 547.49 1992.34 5159.29 -1718.30 5392.81 258.97 -5152.44 -5866.59 -493.30 -4900.35 -3390.83 -6466.63 -339.28 -5962.12 1231.02 -7987.11 537.19 -8403.15 -603.35 -5280.82 648.18 -5588.10 27.01 -6547.54 -482.94 -3433.92 830.00 -3109.08 209.07 -3941.57 -30.78 -589.40 -573.66 -897.95 -425.44 -1046.90 -297.28 -471.44 -4912.42 2383.94 -3666.96 1346.16 -233.61 315.73 52.06 124.36 -180.44 437.39 220.71 564.30 169.99 -223.95 704.68 613.86 -36.92 -0.44 28.52 0.26 -15.14 -0.32 547.51 -1992.33 -1770.31 1324.02 -577.76 -315.77 -3388.25 11659.20 -5223.93 16315.27 -1204.92 3913.87 -1466.75 3518.33 802.32 2115.69 -196.32 1664.69 50.17 -5445.58 -323.88 152.71 -99.88 -1931.32 -4904.61 442.35 -1015.60 -1557.88 -2807.54 -529.02 2112.87 -5421.18 -1770.84 -346.17 197.58 -3331.66 -1231.04 7987.11 1013.17 6458.21 -131.25 8702.00 -1013.19 -6458.21 746.68 -4765.73 -160.55 -6761.41 -746.70 4765.73 603.33 5280.81 -86.37 6052.13 -648.21 5588.10 480.39 4854.09 -101.10 6290.48 -480.41 -4854.09 554.81 -3844.13 44.82 -5239.89 -554.83 3844.13 482.92 3433.92 -43.32 4384.37 -830.02 3109.08 -326.13 2544.05 -696.47 3405.50 326.10 -2544.05 -255.01 -2248.61 42.83 -2887.14 128.28 1161.70 297.26 471.44 299.52 1149.52 501.84 -953.26 -128.31 -1161.70 262.92 -1488.66 573.63 897.95 -501.87 953.26 50.51 1303.01 147.09 -85.37 30.75 589.40 125.18 354.78 389.92 59.57 -147.12 85.37 170.90 102.02 -52.08 -124.35 121.82 -495.42 69.32 -615.95 -121.84 495.44 -555.10 -239.83 -672.79 254.03 -154.79 -116.40 130.56 44.27 -43.71 -130.10 -116.32 27.87 145.32 -10.48 52.30 31.36 68.24 -6.90 119.98 2.70 339.47 -7.58 -49.38 1.51 47.37 -0.53 -3.63 1.75 -7.28 -0.09 64.13 0.16 102.54 0.12 156.09 -0.22 58.46 0.16 386.96 -0.11 18.39 -0.10 2.84 0.05 38.29 -0.10 -170.02 223.95 154.77 116.40 -27.52 613.85 -130.59 -44.26 116.29 -27.87 -25.78 -130.10
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
207 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00 658.56 658.57 658.58 658.60 658.62 658.65 658.66 658.69 658.71 658.73 658.75 -594.52 -1286.63 -1969.00 -2124.70 -3477.89 560.93 352.71 560.94 560.92 560.90 560.89 37.14 37.15 67.69 0.01 0.01 352.71 658.68 658.64 658.61 658.59 658.57 560.92 560.91 560.91 560.90 560.90 560.89 560.89 560.88 37.15 37.15 37.14 37.14 37.14 67.68
-145.35 10.48 -68.27 6.90 -385.29 31.36 -120.01 -2.70 49.35 -1.51 -127.44 -7.58 -47.40 0.54 36.89 0.44 -18.97 1.76 -28.55 -0.26 7.25 0.09 -38.42 -0.31 -64.16 -0.15 -156.12 0.23 -397.30 0.13 -58.49 -0.16 -18.42 0.11 -138.72 -0.10 -2.87 -0.05 -0.03 0.00 -5.23 -0.09 -3318.61 -1000.06 862.73 -1346.74 -1431.46 -1367.88 -862.72 1346.73 -1286.32 -5108.69 -1052.82 -1842.99 1309.44 -242.60 4942.90 -143.32 3117.28 -192.41 1156.14 -1558.49 -399.57 -4760.55 307.32 -2566.80 354.23 38.85 1815.40 2953.49 666.27 918.92 -720.65 2091.21 2825.18 -12405.61 519.77 -2547.43 -2825.18 12405.61 -4422.58 15568.99 -1298.97 5013.71 1291.47 1296.22 2953.76 11255.83 857.24 2534.62 1291.48 -1296.23 3675.77 679.44 855.53 -106.23 -3675.77 -679.45 -3027.50 -2098.90 -808.38 -335.05 3027.51 2098.90 602.75 -116.94 722.79 394.61 -602.74 -2.22 3395.81 1455.52 552.24 287.34 -3395.81 -1521.33 -2992.04 -3688.48 -842.27 -686.94 2992.04 3623.60 -149.04 878.17 524.60 830.69 149.04 -892.97 3425.43 470.16 749.14 -88.61 -3425.43 -598.82 -2731.27 -1125.76 -713.51 -199.86 -124.77 -4590.59 531.29 -6033.24 244.89 -6399.89 523.27 -3008.02 8366.92 -1064.62 8401.07 -3848.57 -1598.57 3094.66 124.75 4590.59 -885.18 4615.76 -531.31 6033.24 921.83 8154.68 235.25 8546.94 -571.75 5243.92 566.92 5640.16 -2.90 6556.68 -370.09 3337.26 502.51 3353.54 79.77 4030.60 -326.66 -683.04 -834.13 -872.75 -817.05 -1095.08 140.24 -3716.70 -5123.73 -6708.91 -3507.74 -7338.28 1031.95 186.36 579.31 104.59 1601.37 289.17 -1006.07 1606.80 463.82 840.54 -978.01 4414.03 -42.74 125.73 17.72 97.11 -45.13 401.92 523.28 3008.00 -1043.66 -786.82 -245.88 1049.49 -2953.77 -11255.84 -4422.59 -15569.00 -1032.02 -3753.03 -1815.39 -2953.50 720.65 -2091.22 -323.46 -1490.57 399.58 4760.54 -354.22 -38.85 16.55 1722.90 -4942.89 143.31 -1156.13 1558.48 -2892.34 807.04 1286.33 5108.68 -1309.42 242.59 -13.34 3091.30 -921.84 -8154.68 950.33 -6363.56 17.16 -8745.93 -950.35 6363.56 831.17 4787.50 -71.80 6717.51 -831.19 -4787.50 571.73 -5243.92 -156.30 -6043.02 -566.95 -5640.16 507.95 -4853.63 -35.54 -6321.56 -507.97 4853.63 640.33 3793.02 79.74 5208.82 -640.35 -3793.02 370.07 -3337.26 -162.82 -4295.35 -502.54 -3353.54 356.49 -2945.59 -87.98 -3794.66 -356.51 2945.59 -274.91 1201.08 -380.38 2497.99 201.78 1415.23 -140.26 3716.70 43.30 3612.21 379.68 -880.16 -201.81 -1415.23 125.20 -1615.66 834.10 872.75 -379.71 880.16 319.83 1233.83 778.28 713.66 326.63 683.04 777.72 983.10 -867.45 -591.98 -778.31 -713.66 -1158.40 -919.00 -579.33 -104.61 -550.78 589.06 -1123.17 481.47
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
67.68 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 1062.30 1062.31 1062.34 1062.37 1062.41 1062.44 1062.47 1062.51 1062.54 1062.57 1062.61 -1387.80 -2613.49 -3821.94 -3977.63 -3977.62 863.93 105.27 863.94 863.92 863.89 863.86 92.42 92.44 -1.54 0.06 0.03 105.28 1062.49 1062.42 1062.39 1062.36 1062.33 863.91 863.90 863.89 863.88
550.76 -589.08 28.87 509.89 -190.16 356.21 -30.40 262.08 -85.09 184.80 -42.60 69.98 37.55 25.50 -23.82 5.18 -463.85 -840.54 -55.86 -406.01 -85.46 -307.48 -32.89 -216.42 -39.03 -154.64 -17.75 -97.11 22.43 -43.90 31.85 -8.66 14.68 -2.56 2653.63 -2045.19 853.55 1139.76 -1399.44 -221.55 -1733.81 -1869.29 491.77 1084.33 -5085.67 -3327.63 6774.69 15598.23 -1130.15 1325.09 -1130.15 -1325.10 2824.95 -667.86 -2177.15 2113.53 624.94 -25.06 2248.81 -1644.44 -1650.80 3609.96 -379.19 -807.35 2565.87 -506.13 -310.46 4280.64 -747.13 -1771.37 -365.64 -3387.17 -78.69 -5310.57 -132.12 -4490.59 -27.09 -2881.48 75.44 -552.61 -14.28 -492.09 -808.21 -589.71 -1241.07 -1226.68 -20.37 0.81 -747.15 1771.36 3697.05 -11429.76 3847.16 -1072.38 274.12 5102.76 3963.98 -726.84 -130.22 5898.91 -1871.26 7019.68 -317.52 -5475.09 -1103.73 4137.07 -1199.28 4785.60
1847.56 -419.37 2383.58 -1002.25 55.83 406.02 152.76 1651.94 85.43 307.48 -188.90 1197.04 32.86 216.42 4.44 863.03 39.00 154.64 -83.14 612.23 -22.46 43.90 -117.35 205.40 -31.88 8.66 10.23 61.61 -14.71 2.56 -69.51 13.96 -28.90 -509.89 -888.73 -2435.64 190.13 -356.21 242.17 -1374.75 30.37 -262.08 -99.37 -1027.26 85.06 -184.80 94.09 -723.65 42.70 -125.73 6.63 -505.68 42.57 -69.98 44.77 -301.37 -37.58 -25.50 -27.34 -125.17 23.79 -5.18 100.35 -24.97 -0.03 0.00 26.42 -4.61 -853.56 -1139.77 1049.20 -1856.42 130.20 -5898.92 481.95 -2331.53 -3963.99 726.83 -2674.09 251.92 -274.13 -5102.77 -815.63 -2832.06 -3847.16 1072.38 -1030.41 662.30 -6774.70 -15598.23 -2929.25 -4674.27 5912.42 16333.50 2273.83 5722.92 -3697.04 11429.75 -974.75 2575.57 -2824.96 667.86 -681.20 -113.20 2177.14 -2113.54 603.23 -335.42 -624.95 -207.92 -557.90 379.41 -2248.82 1527.90 -321.07 297.14 1650.79 -3724.86 514.19 -707.97 379.19 792.55 -234.64 812.37 -2565.87 506.13 -617.23 -63.13 1923.18 -1046.12 520.24 -179.89 78.67 5310.57 -139.63 5777.84 -7013.34 -30.16 -7333.51 -1702.42 310.44 -4280.64 -33.15 -4605.29 1871.24 -7019.68 1079.85 -7427.86 1199.26 -4785.60 642.85 -5588.06 935.09 -2575.62 546.99 -3287.41 -546.64 -674.47 -331.66 -863.71 -4917.69 5000.69 -3471.47 3173.48 -426.69 -235.06 -1227.31 -819.71 -64.90 477.08 -2355.46 -1351.98 44.13 -0.26 42.85 1.00 724.08 -2696.84 -10.90 -437.28 5912.42 -16333.51 1344.45 -3884.32 5085.66 3327.62 2639.39 666.36 -491.78 -1084.34 -79.42 1466.28 1733.80 1869.28 2702.05 541.78 1399.43 221.54 733.19 3535.64 317.50 5475.09 -936.00 7526.97 1103.71 -4137.07 473.61 -5790.45 132.10 4490.59 -585.32 5197.38 17.18 4101.39 -712.11 5353.61
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
863.87 863.87 863.85 863.85 92.43 92.43 92.43 92.42 92.42 -1.55 -1.56 0.05 0.05 0.04 0.03 0.02 0.01 0.01 0.06 0.05 0.04 0.04 0.03 0.02 0.02 0.01 0.00
-17.20 -952.28 -935.12 252.00 56.16 635.68 546.61 147.89 -159.68 426.70 -469.91 -186.93 -81.03 91.14 -30.29 7.29 165.04 21.71 64.87 -158.11 -174.37 -139.99 -65.09 -44.16 -77.32 -63.24 -4.91
-4101.39 952.26 3270.26 27.07 2575.62 -252.02 -2191.46 1295.98 1026.61 14.25 -927.76 -56.19 674.47 -635.70 -188.68 -75.47 983.33 -147.92 235.04 469.93 -610.18 -1744.94 272.51 158.08 -64.76 174.34 15.16 139.96 -3.83 65.06 -0.29 77.29 -0.16 63.21 -0.19 4.88 -477.08 186.90 103.87 81.00 -24.80 -91.17 5.67 30.26 -1.51 20.34 0.26 -7.32 -0.23 -165.07 -0.17 -21.74 -0.09 -0.03
-3270.25 563.29 -4440.75 2881.48 -557.35 3705.86 2191.46 -715.14 2871.73 -2320.01 932.52 -2717.75 492.09 49.57 1068.97 -1026.61 407.88 -1375.63 927.76 -62.71 1127.76 552.61 50.98 256.16 188.68 -216.51 824.94 610.16 891.13 840.01 10.04 -2201.25 -596.45 -103.87 -52.03 304.15 24.80 168.30 -72.08 -5.67 416.81 17.12 1.50 62.71 -4.19 0.22 152.53 -0.13 0.17 411.67 0.03 0.09 47.95 -0.17 -272.51 454.08 -1351.97 64.76 -139.08 304.15 -15.16 -478.94 -72.07 3.82 -197.92 17.12 -0.81 -80.71 -4.18 0.29 -92.85 1.00 0.16 -437.17 -0.12 0.19 -153.27 0.03 -0.00 -8.92 -0.17
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 5 "COMBO 1-5"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ---------------------------------------------------------------------------------------------D0Z93P -0.01996 -605.6 -0.03087 0.0000 0.0000 0.0000 -0.01996 -607 93.3 D1Z93P -0.02031 -0.6232 -0.03104 1.0517 0.0439 0.0169 1.305 -1.948 93.3 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.00934 -1000 107.6 0.0000 0.0000 0.0000 -3.513 -1007 116.2 D4Z13P 0.000114 -1000 83.14 0.0000 0.0000 0.0000 0.000114 -1007 96.48 D5Z19P -0.01303 -0.02114 -0.01701 0.1915 0.1123 1.4473 -6.353 -6.362 18.72 D6Z26P 0.003444 -864 58.06 0.0000 0.0000 0.0000 -2.529 -869.9 84.35 D7Z31P -0.002073 -1000 99.35 0.0000 0.0000 0.0000 -0.002073 -1005 130.7 D8Z26P 0.003378 -0.03471 -0.02431 0.3012 0.1823 1.8283 -5.829 -5.868 26.26 D9Z13P -0.001404 -0.00799 -0.013 0.2376 -0.1096 1.0484 -6.705 -6.711 13.33 D10Z31P -0.002105 -0.05751 -0.02712 0.4395 0.0017 1.9703 -5.496 -5.552 31.29 D11Z36P -0.01031 -0.08407 -0.02945 0.3841 0.1363 1.8592 -5.168 -5.242 36.29 D12Z45P 0.004092 -0.1201 -0.03398 0.4642 0.1291 1.6796 -4.599 -4.723 44.54 D13Z45P 0.004105 -1000 89.61 0.0000 0.0000 0.0000 -2.379 -1005 134.2 D14Z50P -0.005872 -1000 85.62 0.0000 0.0000 0.0000 -0.005872 -1004 136 D15Z55P -0.01366 -0.2044 -0.03497 0.7846 0.0902 1.4341 -3.897 -4.087 55.25 D16Z68P -0.003512 -0.2994 -0.03526 0.2697 0.0003 -0.0189 3.028 -3.331 67.92 D17Z68P -0.01926 -0.3236 -0.03572 0.5202 0.0018 1.1898 -3.051 -3.355 67.92 D18Z55P -0.001027 -0.1887 -0.03371 0.6612 -0.0254 0.0160 3.882 -4.072 55.25 D19Z75P -0.01381 -0.3762 -0.03574 0.7064 -0.0358 0.0088 2.52 -2.91 75.32 D20Z75P -0.01418 -0.4067 -0.03551 0.6793 0.1035 1.0157 -2.548 -2.94 75.32 D21Z81P -0.01239 -0.4486 -0.03461 0.7063 -0.0416 0.0059 2.12 -2.581 81.29 D22Z81P -0.01984 -0.4817 -0.03387 0.8606 0.0428 0.8813 -2.152 -2.614 81.29 D23Z86P -0.01766 -0.5457 -0.03254 0.8771 0.0335 0.7846 -1.844 -2.372 85.84 D24Z86P -0.0177 -0.509 -0.03379 0.8122 -0.0093 0.0084 1.809 -2.336 85.84 D25Z90P -0.01624 -0.5638 -0.03239 0.8448 -0.0408 0.0107 1.56 -2.14 89.56 D26Z90P -0.02153 -0.6018 -0.0308 0.9242 0.0405 0.7022 -1.598 -2.178 89.56 D27Z93P -0.01962 -0.6628 -0.02911 1.0263 0.0295 0.6170 -1.345 -1.988 93.31 D28Z50P -0.005996 -0.163 -0.03458 0.5172 -0.0336 1.5647 -4.221 -4.378 50.32 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.008342 -1000 107.6 0.0000 0.0000 0.0000 3.514 -1007 116.2 D31Z19P 0.01196 -0.01857 -0.01571 0.0833 -0.0259 -0.0029 6.352 -6.359 18.72 D32Z26P -0.005808 -864 58.06 0.0000 0.0000 0.0000 2.527 -869.9 84.35 D33Z26P -0.005758 -0.02992 -0.02281 0.1614 -0.0745 0.0015 5.827 -5.863 26.26 D34Z13P 0.001563 -0.006356 -0.01201 0.1558 0.1656 -0.0079 6.705 -6.709 13.33 D35Z31P -0.002072 -0.0513 -0.02557 0.2919 0.1054 -0.0045 5.492 -5.546 31.29 D36Z36P 0.00413 -0.07632 -0.02787 0.2419 -0.0298 -0.0015 5.162 -5.234 36.29 D37Z45P -0.01268 -0.1098 -0.03239 0.3292 -0.0398 0.0005 4.591 -4.713 44.54 D38Z45P -0.01269 -1000 89.61 0.0000 0.0000 0.0000 2.37 -1005 134.2 D39Z50P -0.005748 -0.15 -0.03316 0.3813 0.1034 -0.0088 4.209 -4.365 50.32 D40Z113P -0.004211 -1.068 -0.03714 1.2858 0.0500 0.2804 -1.329 -2.393 113.2 D41Z113P -0.004021 -1.061 -0.03927 1.3899 0.0424 0.0020 1.321 -2.386 113.2 D42Z110P -0.006902 -0.9938 -0.0363 1.2576 0.0482 0.3364 -1.332 -2.319 109.9 D43Z110P -0.00666 -0.9812 -0.03845 1.3532 0.0464 0.0045 1.318 -2.306 109.9 D44Z107P -0.009592 -0.922 -0.0353 1.2187 0.0537 0.3925 -1.335 -2.247 106.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P -0.009451 D46Z103P -0.01229 D47Z103P -0.01214 D48Z100P -0.0151 D49Z100P -0.01465 D50Z97P -0.01766 D51Z97P -0.01723 D52Z95P -0.01906 D53Z98P -0.015 D54Z102P -0.01407 D55Z105P -0.0102 D56Z108P -0.008594 D57Z112P -0.004996 D58Z115P -0.003025 D59Z95P -0.01839 D60Z98P -0.01736 D61Z102P -0.01304 D62Z105P -0.01154 D63Z108P -0.00772 D64Z112P -0.005866 D65Z115P -0.002373 D66Z117P -0.001453 D67Z118P -0.0009793 D68Z118P -0.001452 D69Z117P -0.001945 D70Z119P -0.0002466 D71Z119P -0.0002924 D72Z121P -5.568e-005 D73Z121P 5.852e-005 D74Z122P 0.0003999 D75Z122P 0.0004642 D76Z124P 0.0006547 D77Z124P 0.000707 D78Z125P 0.00104 D79Z125P 0.00107 D80Z126P 0.001255 D81Z126P 0.001287 D82Z128P 0.001703 D83Z128P 0.001434 D84Z131P 0.003745 D85Z131P 0.003663 D86Z129P 0.002364 D87Z130P 0.002729 D88Z130P 0.003309 D89Z129P 0.002195 D90Z141P -0.007732 D91Z141P -0.007732 D92Z131P 0.00326 D93Z132P 0.002534 D94Z133P 0.001976 D95Z133P 0.001245 D96Z134P 0.0006683 D97Z134P -3.497e-005 D98Z135P -0.0006313
-0.9039 -0.8526 -0.8289 -0.786 -0.7568 -0.7232 -0.6888 -0.6929 -0.7223 -0.8189 -0.8661 -0.9576 -1.021 -1.105 -0.6557 -0.7541 -0.7925 -0.887 -0.9422 -1.03 -1.101 -1.149 -1.173 -1.173 -1.15 -1.209 -1.21 -1.246 -1.248 -1.283 -1.286 -1.32 -1.324 -1.358 -1.363 -1.396 -1.402 -1.441 -1.435 -1.514 -1.526 -1.469 -1.487 -1.497 -1.461 -1.838 -1.828 -1.542 -1.548 -1.574 -1.583 -1.607 -1.619 -1.64
-0.03743 -0.0341 -0.0362 -0.03268 -0.03474 -0.03103 -0.03303 -0.03015 -0.03394 -0.03345 -0.03687 -0.03585 -0.03891 -0.03751 -0.03211 -0.03191 -0.03554 -0.03475 -0.03799 -0.03676 -0.03964 -0.02995 -0.02465 -0.02511 -0.02891 -0.02503 -0.02542 -0.02532 -0.02573 -0.02561 -0.02596 -0.02583 -0.02619 -0.02605 -0.02636 -0.0262 -0.02653 -0.02665 -0.02635 -0.01855 -0.01773 -0.02373 -0.02119 -0.02072 -0.02379 -0.01972 -0.01891 -0.01791 -0.01889 -0.01822 -0.01917 -0.01846 -0.01937 -0.01863
1.3145 1.1756 1.2711 1.1201 1.2121 1.0535 1.1434 1.0410 1.1712 1.1507 1.2938 1.2393 1.3775 1.3097 1.1463 1.0834 1.2457 1.1981 1.3339 1.2744 1.3636 1.3555 1.3774 1.4186 1.3153 1.4867 1.5174 1.4844 1.5243 1.5003 1.5349 1.5257 1.5591 1.5395 1.5687 1.5441 1.5752 1.5861 1.5446 1.6877 1.6475 1.6028 1.5325 1.6540 1.5219 1.8894 1.7625 1.6345 1.7871 1.6883 1.8320 1.7232 1.8577 1.7382
17:07:07 03/17/10
0.0400 0.0422 0.0504 0.0621 0.0286 0.0239 0.0636 0.0372 0.0437 0.0467 0.0470 0.0442 0.0461 0.0489 0.0526 0.0448 0.0452 0.0460 0.0506 0.0452 0.0564 -0.0071 0.0681 0.0293 0.1161 0.0079 0.0355 0.0138 0.0107 0.0150 0.0139 0.0122 0.0119 0.0137 0.0118 0.0052 0.0111 0.0206 0.0136 -0.0104 -0.0242 0.0479 0.0897 0.0445 0.0679 -0.0663 -0.0664 -0.0611 -0.0781 -0.0668 -0.0634 -0.0660 -0.0669 -0.0662
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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93.35 -99.06 -98.12 -31.79 -101.6 -45.04 -57.93 67.98 55.31 75.38 81.35 85.89 89.61 -99.06 8.597 0 18.75 -31.78 26.3 13.35 31.34 36.34 44.6 -45.04 50.38 113.3 110 106.6 103.3 100 96.68 98.34 105 111.6 95.02 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.004918 -1.637 -0.003775 -1.673 -0.002631 -1.71 -0.001486 -1.746 -0.0003358 -1.783 0.0008179 -1.82 -0.007808 -1.548 -0.006665 -1.583 -0.005517 -1.619 -0.004366 -1.655 -0.003215 -1.691 -0.002064 -1.728 -0.0009124 -1.765 0.0002411 -1.801 0.01728 -0.6341 0.01691 -0.5755 0.0158 -0.5163 0.01458 -0.4468 0.01475 -0.3626 0.007533 -0.3009 3.709e-014 -0.6632 -1000 0.0007924 210.6 -0.004804 -864 -0.03552 249.9 -0.05717 -1000 -0.1221 168.5 -0.1629 1000 0.003933 864 -0.03453 1000 -0.1201 0.003303 -1.531 0.001854 -1.566 0.0006133 -1.601 -0.0006782 -1.637 -0.001958 -1.673 -0.003241 -1.71 -0.004523 -1.746 -0.005807 -1.783 -0.00709 -1.82
0.003147 0.003252 0.003319 0.003352 0.00336 0.003361 0.002664 0.00291 0.003085 0.003209 0.003295 0.003344 0.00336 0.003361 0.01549 0.01745 0.01933 0.02134 0.02337 0.0224 -0.00734 107.7 -14.16 58.09 -16.81 89.65 -11.33 -107.7 -58.1 -89.66 -0.01874 -0.01905 -0.01929 -0.01945 -0.01958 -0.01966 -0.0197 -0.01971 -0.01972
1.8639 1.8824 1.8933 1.8995 1.8896 1.8896 1.8079 1.8291 1.8590 1.8729 1.8887 1.8979 1.8949 1.8889 0.9666 0.9041 0.8237 0.7650 0.7440 0.5186 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7788 1.8138 1.8517 1.8618 1.8821 1.8936 1.9018 1.8873 1.8892
17:07:07 03/17/10
0.0598 0.0598 0.0597 0.0597 0.0597 0.0596 0.0564 0.0582 0.0585 0.0588 0.0588 0.0589 0.0593 0.0596 -0.0718 0.0344 -0.0793 0.0238 -0.1096 -0.0187 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0709 -0.0648 -0.0666 -0.0662 -0.0663 -0.0663 -0.0663 -0.0663 -0.0663
0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.0516 0.4097 0.4699 0.5209 0.5992 0.6777 0.8236 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1943 0.1943 0.1943 0.1943 0.1943 0.1943 0.1943 0.1943 0.1943
-0.3549 -1.287 134.8 -0.3538 -1.323 135.9 -0.3526 -1.36 137 -0.3515 -1.396 138.1 -0.3503 -1.433 139.2 -0.3492 -1.47 140.3 -0.3578 -1.198 132 -0.3567 -1.233 133.1 -0.3555 -1.269 134.2 -0.3544 -1.305 135.3 -0.3532 -1.341 136.4 -0.3521 -1.378 137.5 -0.3509 -1.415 138.7 -0.3498 -1.451 139.8 -1.423 0.8057 91.64 -1.675 1.117 87.89 -1.952 1.451 83.8 -2.301 1.869 78.62 -2.746 2.398 72.01 -3.397 3.104 62.42 -1.325 -0.6632 93.33 -1007 3.523 116.2 203.9 -0.004804 -0.8165 -869.8 2.497 84.38 244.4 -0.05717 14.51 -1005 2.261 134.2 164.3 -0.1629 39.02 993 -3.519 -99.07 858.2 -2.567 -31.82 995.4 -2.503 -45.09 -0.3467 -1.881 131.4 -0.3481 -1.916 132.5 -0.3494 -1.951 133.6 -0.3507 -1.987 134.8 -0.352 -2.023 135.9 -0.3532 -2.06 137 -0.3545 -2.096 138.1 -0.3558 -2.133 139.2 -0.3571 -2.17 140.3
Joint Support Reactions for Load Case "COMBO 1-5": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D2Z0P 124.47 0.0 147.73 0.0 1358.37 0.0 0.0 1372.04 0.0 0.99 0.0 -3.0 0.0 -3.86 0.0 0.0 D29Z0P -115.73 0.0 131.85 0.0 1244.40 0.0 0.0 1256.71 0.0 1.34 0.0 2.4 0.0 -0.04 0.0 0.0 D153Z0P 84.55 0.0 101.90 0.0 -925.53 0.0 0.0 934.95 0.0 0.65 0.0 -1.8 0.0 -0.03 0.0 0.0 D228Z0P -89.66 0.0 115.05 0.0 -1009.13 0.0 0.0 1019.62 0.0 0.28 0.0 2.4 0.0 -3.36 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-5":
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.6056 -0.9563 -0.0000 -0.0000 0.9562 -0.0200 -605.6455 -0.0309 D1Z93P 0.0000 -1.2782 -1.9526 -0.0000 1.2775 1.9526 -0.0203 -0.6232 -0.0310 D2Z0P 0.0000 -1.7632 -2.9973 -124.4733 -145.9677 -1355.3776 0.0000 0.0000 0.0000 D3Z9P 0.0000 -3.2170 -6.1434 0.0000 1.6158 6.2511 0.0093 -1000.0000 107.6489 D4Z13P 0.0000 -1.4538 -3.1461 0.0000 0.2171 3.2293 0.0001 -1000.0000 83.1443 D5Z19P -0.5646 -6.4155 -9.8227 0.5646 6.4154 9.8227 -0.0130 -0.0211 -0.0170 D6Z26P 0.0000 -1.7359 -3.7345 0.0000 0.8718 3.7925 0.0034 -864.0458 58.0629 D7Z31P 0.0000 -1.7359 -3.7345 -0.0000 0.2578 3.8338 -0.0021 -1000.0000 99.3499 D8Z26P -0.5727 -5.0077 -6.6766 0.5727 5.0077 6.6765 0.0034 -0.0347 -0.0243 D9Z13P -0.1455 -2.2851 -4.6437 0.1455 2.2851 4.6437 -0.0014 -0.0080 -0.0130 D10Z31P -0.9159 -6.9686 -8.5345 0.9159 6.9686 8.5344 -0.0021 -0.0575 -0.0271 D11Z36P 0.0000 -4.4216 -6.7415 -0.0000 4.4215 6.7414 -0.0103 -0.0841 -0.0294 D12Z45P 0.0000 -2.6788 -5.1050 0.0000 2.6787 5.1050 0.0041 -0.1201 -0.0340 D13Z45P 0.0000 -2.6788 -5.1050 0.0000 1.3454 5.1946 0.0041 -1000.0000 89.6064 D14Z50P 0.0000 -1.4491 -2.5180 -0.0000 0.1750 2.6036 -0.0059 -1000.0000 85.6189 D15Z55P 0.0000 -4.1793 -6.6717 -0.0000 4.1791 6.6717 -0.0137 -0.2044 -0.0350 D16Z68P 0.0000 -10.2104 -6.8162 -0.0000 10.2101 6.8162 -0.0035 -0.2994 -0.0353 D17Z68P 0.0000 -10.2104 -6.8162 -0.0000 10.2101 6.8162 -0.0193 -0.3236 -0.0357 D18Z55P 0.0000 -9.9119 -7.1277 -0.0000 9.9117 7.1277 -0.0010 -0.1887 -0.0337 D19Z75P 0.0000 -2.6324 -3.7979 -0.0000 2.6320 3.7979 -0.0138 -0.3762 -0.0357 D20Z75P 0.0000 -8.7491 -4.2539 -0.0000 8.7487 4.2539 -0.0142 -0.4067 -0.0355 D21Z81P 0.0000 -2.0041 -2.8153 -0.0000 2.0036 2.8153 -0.0124 -0.4486 -0.0346 D22Z81P 0.0000 -2.0041 -2.8153 -0.0000 2.0036 2.8153 -0.0198 -0.4817 -0.0339 D23Z86P 0.0000 -1.5665 -2.2294 -0.0000 1.5659 2.2294 -0.0177 -0.5457 -0.0325 D24Z86P 0.0000 -1.5665 -2.2294 -0.0000 1.5660 2.2294 -0.0177 -0.5090 -0.0338 D25Z90P 0.0000 -1.3723 -2.0018 -0.0000 1.3718 2.0018 -0.0162 -0.5638 -0.0324 D26Z90P 0.0000 -1.3723 -2.0018 -0.0000 1.3717 2.0018 -0.0215 -0.6018 -0.0308 D27Z93P 0.0000 -1.2782 -1.9526 -0.0000 1.2775 1.9526 -0.0196 -0.6628 -0.0291 D28Z50P 0.0000 -1.4491 -2.5180 -0.0000 1.4490 2.5180 -0.0060 -0.1630 -0.0346 D29Z0P 0.0000 -1.7632 -2.9973 115.7347 -130.0819 -1241.4076 0.0000 0.0000 0.0000 D30Z9P 0.0000 -3.2170 -6.1434 -0.0000 1.6158 6.2511 -0.0083 -1000.0000 107.6494 D31Z19P 0.0000 -3.1897 -6.8806 0.0000 3.1897 6.8806 0.0120 -0.0186 -0.0157 D32Z26P 0.0000 -1.7359 -3.7345 -0.0000 0.8718 3.7925 -0.0058 -864.0423 58.0636 D33Z26P 0.0000 -1.7359 -3.7345 -0.0000 1.7358 3.7344 -0.0058 -0.0299 -0.0228 D34Z13P 0.0000 -1.4538 -3.1461 0.0000 1.4538 3.1461 0.0016 -0.0064 -0.0120 D35Z31P 0.0000 -1.7359 -3.7345 -0.0000 1.7358 3.7344 -0.0021 -0.0513 -0.0256 D36Z36P 0.0000 -2.9656 -6.3215 0.0000 2.9655 6.3214 0.0041 -0.0763 -0.0279 D37Z45P 0.0000 -2.6788 -5.1050 -0.0000 2.6787 5.1050 -0.0127 -0.1098 -0.0324 D38Z45P 0.0000 -2.6788 -5.1050 -0.0000 1.3454 5.1946 -0.0127 -1000.0000 89.6071 D39Z50P 0.0000 -1.4491 -2.5180 -0.0000 1.4490 2.5180 -0.0057 -0.1500 -0.0332 D40Z113P 0.0000 -0.6787 -1.0386 -0.0000 0.6776 1.0385 -0.0042 -1.0676 -0.0371 D41Z113P 0.0000 -0.6787 -1.0386 -0.0000 0.6776 1.0385 -0.0040 -1.0609 -0.0393 D42Z110P 0.0000 -0.6745 -1.0386 -0.0000 0.6735 1.0385 -0.0069 -0.9938 -0.0363 D43Z110P 0.0000 -0.6745 -1.0386 -0.0000 0.6735 1.0385 -0.0067 -0.9812 -0.0384 D44Z107P 0.0000 -0.6963 -1.1014 -0.0000 0.6953 1.1014 -0.0096 -0.9220 -0.0353 D45Z107P 0.0000 -0.6963 -1.1014 -0.0000 0.6954 1.1014 -0.0095 -0.9039 -0.0374 D46Z103P 0.0000 -0.6916 -1.1014 -0.0000 0.6908 1.1014 -0.0123 -0.8526 -0.0341 D47Z103P 0.0000 -0.6916 -1.1014 -0.0000 0.6908 1.1014 -0.0121 -0.8289 -0.0362 D48Z100P 0.0000 -0.6611 -1.0386 -0.0000 0.6603 1.0385 -0.0151 -0.7860 -0.0327 D49Z100P 0.0000 -0.6611 -1.0386 -0.0000 0.6604 1.0385 -0.0147 -0.7568 -0.0347
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
217 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.6056 -0.6056 -0.6056 -1.2668 -1.3527 -3.1972 -1.3707 -1.3532 -1.2822 -0.6056 -1.2668 -1.3527 -3.1972 -1.3707 -1.3532 -1.2822 -0.6035 -0.8886 -0.8886 -0.6035 -0.5708 -0.5708 -3.6161 -3.6161 -0.5736 -0.5736 -0.5669 -0.5669 -3.6264 -3.6264 -0.5615 -0.5615 -0.5244 -0.5244 -0.3342 -0.3342 -0.2434 -0.2434 -0.2434 -0.2434 -0.0977 -0.0977 -0.0908 -0.1818 -0.0910 -0.1821 -0.0911 -3.0405 -0.0913 -0.1827 -0.0914 -0.1830 -0.0916 -0.1834
-0.9563 -0.9563 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9743 -1.5731 -1.5731 -0.9743 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441 -0.3968 -0.3968 -0.2811 -0.2811 -0.2811 -0.2811 -0.1239 -0.1239 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -0.2314
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17:07:07 03/17/10
0.6049 0.6050 0.6050 1.2660 1.3519 3.1963 1.3698 1.3521 1.2811 0.6050 1.2660 1.3520 3.1963 1.3698 1.3521 1.2811 0.6024 0.8874 0.8874 0.6024 0.5696 0.5696 3.6149 3.6149 0.5723 0.5723 0.5656 0.5656 3.6250 3.6250 0.5601 0.5601 0.5230 0.5230 0.3327 0.3326 0.2419 0.2419 0.2419 0.2419 0.0959 0.0959 0.0893 0.1802 0.0894 0.1805 0.0895 3.0389 0.0896 0.1811 0.0898 0.1814 0.0899 0.1816
0.9562 0.9562 0.9562 1.9948 2.1400 3.7868 2.1400 2.0771 2.0128 0.9562 1.9948 2.1400 3.7869 2.1400 2.0771 2.0128 0.9743 1.5730 1.5730 0.9743 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4940 2.4940 1.1260 1.1260 0.8441 0.8441 0.3968 0.3968 0.2811 0.2811 0.2811 0.2811 0.1238 0.1238 0.1157 0.2314 0.1157 0.2314 0.1157 1.4698 0.1157 0.2314 0.1157 0.2314 0.1157 0.2314
-0.0177 -0.0172 -0.0191 -0.0150 -0.0141 -0.0102 -0.0086 -0.0050 -0.0030 -0.0184 -0.0174 -0.0130 -0.0115 -0.0077 -0.0059 -0.0024 -0.0015 -0.0010 -0.0015 -0.0019 -0.0002 -0.0003 -0.0001 0.0001 0.0004 0.0005 0.0007 0.0007 0.0010 0.0011 0.0013 0.0013 0.0017 0.0014 0.0037 0.0037 0.0024 0.0027 0.0033 0.0022 -0.0077 -0.0077 0.0033 0.0025 0.0020 0.0012 0.0007 -0.0000 -0.0006 -0.0013 -0.0019 -0.0026 -0.0032 -0.0039
-0.7232 -0.6888 -0.6929 -0.7223 -0.8189 -0.8661 -0.9576 -1.0207 -1.1051 -0.6557 -0.7541 -0.7925 -0.8870 -0.9422 -1.0305 -1.1009 -1.1488 -1.1728 -1.1734 -1.1500 -1.2089 -1.2102 -1.2457 -1.2479 -1.2826 -1.2858 -1.3201 -1.3241 -1.3582 -1.3630 -1.3964 -1.4019 -1.4411 -1.4347 -1.5139 -1.5257 -1.4687 -1.4870 -1.4969 -1.4607 -1.8380 -1.8279 -1.5416 -1.5481 -1.5737 -1.5832 -1.6067 -1.6190 -1.6403 -1.6550 -1.6741 -1.6915 -1.7082 -1.7281
-0.0310 -0.0330 -0.0301 -0.0339 -0.0334 -0.0369 -0.0358 -0.0389 -0.0375 -0.0321 -0.0319 -0.0355 -0.0347 -0.0380 -0.0368 -0.0396 -0.0299 -0.0246 -0.0251 -0.0289 -0.0250 -0.0254 -0.0253 -0.0257 -0.0256 -0.0260 -0.0258 -0.0262 -0.0260 -0.0264 -0.0262 -0.0265 -0.0267 -0.0264 -0.0185 -0.0177 -0.0237 -0.0212 -0.0207 -0.0238 -0.0197 -0.0189 -0.0179 -0.0189 -0.0182 -0.0192 -0.0185 -0.0194 -0.0186 -0.0195 -0.0188 -0.0196 -0.0188 -0.0197
Helman O. Mozo
Page
Job
218 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -1.6013 0.2106 -0.8640 0.2499 -1.3333 0.1685 1.6013 0.8640 1.3333 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
0.0959 0.1802 0.1805 3.0389 0.1811 0.1814 0.1816 3.0596 0.1879 0.6719 4.6439 4.7713 1.1370 1.4946 8.6091 0.6050 3.2170 1.4538 1.7358 1.7358 2.6787 1.4490 3.2170 1.7358 2.6787 0.0893 0.0894 0.0895 0.0897 0.0898 0.0899 0.0900 0.0901 0.0959
0.1239 0.0008 0.2314 -0.0078 0.2314 -0.0067 1.4698 -0.0055 0.2314 -0.0044 0.2314 -0.0032 0.2314 -0.0021 1.4698 -0.0009 0.2396 0.0002 0.9964 0.0173 1.4615 0.0169 1.6800 0.0158 1.5914 0.0146 2.2065 0.0148 4.6097 0.0075 0.9563 0.0000 6.2511 -1000.0000 3.1320 210.5652 3.7925 -864.0139 3.7176 249.9407 5.1947 -1000.0000 2.5067 168.5265 6.0358 1000.0000 3.6763 864.0147 5.0154 1000.0000 0.1157 0.0033 0.1157 0.0019 0.1157 0.0006 0.1157 -0.0007 0.1157 -0.0020 0.1157 -0.0032 0.1157 -0.0045 0.1157 -0.0058 0.1238 -0.0071
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P -27.38 -7990.31 -110.94 2744.48 -1579.62 -3057.65 -985.38 D128P -27.38 -2744.47 1579.61 -2723.86 -4560.79 -2678.95 -1460.49 D129P -27.38 389.47 1068.30 3111.75 1986.49 1745.63 1523.05 D130P -27.38 -821.21 384.60 -637.03 -4660.60 -592.34 -1736.92 D131P -27.38 608.03 -199.26 1542.34 3355.75 660.35 969.33 D132P -27.38 -844.68 2211.87 3424.43 -13151.86 637.14 -2701.93 D133P -27.38 -3424.43 13151.86 -5178.11 16327.92 -1541.78 5283.47 D134P -27.37 1374.99 1396.27 3306.21 11581.36 945.27 2620.56 D135P -27.37 1375.00 -1396.27 3504.68 552.38 840.44 -145.35 D136P -27.37 -3504.67 -552.39 -2914.28 -1994.01 -774.09 -307.08 D137P -27.37 2914.29 1994.01 579.84 -89.77 695.69 379.14 D138P -27.37 -579.83 89.77 3305.40 1302.09 538.89 275.19 D139P -27.37 -3305.40 -1302.09 -3058.31 -3356.19 -839.09 -614.22
-1.8197 0.0034 -1.5481 0.0027 -1.5832 0.0029 -1.6189 0.0031 -1.6550 0.0032 -1.6915 0.0033 -1.7281 0.0033 -1.7648 0.0034 -1.8014 0.0034 -0.6341 0.0155 -0.5755 0.0175 -0.5163 0.0193 -0.4468 0.0213 -0.3626 0.0234 -0.3009 0.0224 -0.6632 -0.0073 0.0008 107.6581 -0.0048 -14.1565 -0.0355 58.0949 -0.0572 -16.8070 -0.1221 89.6514 -0.1629 -11.3348 0.0039 -107.6602 -0.0345 -58.1019 -0.1201 -89.6612 -1.5309 -0.0187 -1.5655 -0.0190 -1.6010 -0.0193 -1.6369 -0.0195 -1.6732 -0.0196 -1.7098 -0.0197 -1.7465 -0.0197 -1.7831 -0.0197 -1.8197 -0.0197
Helman O. Mozo
Page
Job
222 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
-27.37 -27.37 -27.37 -37.76 -84.56 -37.76 -37.76 -37.76 -37.76 -70.51 -70.51 -31.24 0.00 0.00 -84.55 -27.37 -27.38 -27.38 -27.38 -27.38 -37.76 -37.76 -37.76 -37.76 -37.76 -37.76 -37.76 -37.76 -70.51 -70.51 -70.51 -70.51 -70.51 -31.25 -31.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -50.72 -50.72 -50.72
3058.31 3356.19 -26.39 653.35 559.46 739.86 26.39 -653.35 3215.40 332.43 679.42 -67.26 -3215.40 -332.43 -2620.76 -723.21 -676.36 -122.34 -487.40 4816.11 -329.15 5966.00 -491.90 6495.25 183.12 -3114.14 6137.21 37.43 5972.61 -2907.43 5573.76 -5726.27 487.42 -4816.11 3640.35 -6331.76 329.17 -5966.00 -1172.97 -8045.77 -508.31 -8440.82 591.92 -5268.94 -631.33 -5618.43 -23.74 -6558.66 487.77 -3337.96 -820.85 -3366.44 -200.65 -4038.80 335.34 779.64 775.92 769.35 782.19 1090.29 -168.07 3698.93 4381.99 4297.36 2966.06 5628.36 -53.94 249.03 169.87 108.31 115.22 355.14 -183.37 460.88 -14.40 -614.36 -356.70 -276.82 43.94 -125.53 -18.17 -97.10 46.48 -401.55 183.14 3114.12 -1957.92 -153.21 -838.57 1399.01 -3306.22 -11581.37 -5178.12 -16327.93 -1187.03 -3904.75 -1542.33 -3355.76 844.69 -2211.88 -206.13 -1645.08 637.04 4660.59 -608.02 199.25 10.59 1773.31 -3111.74 -1986.50 821.22 -384.61 -1086.23 -1124.45 2723.87 4560.78 -389.46 -1068.31 1348.53 2017.52 1172.99 8045.77 -1030.83 6468.52 85.63 8743.54 1030.85 -6468.52 -780.99 -4731.66 150.52 -6747.09 781.01 4731.66 -591.90 5268.94 113.92 6024.46 631.35 5618.43 -488.37 4881.50 86.13 6325.26 488.39 -4881.50 -555.29 -3774.07 -40.30 -5214.20 555.32 3774.07 -487.74 3337.96 40.71 4284.35 820.87 3366.44 153.45 2975.13 586.94 3820.23 -153.43 -2975.13 1263.66 -1505.28 668.81 -2699.05 -151.31 -1283.24 168.09 -3698.93 11.81 -3506.81 -337.91 968.50 151.33 1283.24 -131.33 1584.94 -775.90 -769.35 337.94 -968.50 -308.27 -1223.22 -635.64 -715.10 -335.31 -779.64 -683.42 -1052.11 132.21 -208.46 635.66 715.10 540.49 356.61 -169.89 -108.32 73.07 502.96 -96.23 392.21 -73.09 -502.98 -455.57 193.70 -525.42 -307.38 261.72 -430.07 -164.18 -411.69 175.92 -1518.20 116.27 -371.45 -57.84 -307.61 105.38 -1224.76 49.11 -258.54 -39.85 -216.34 16.69 -856.49 80.36 -185.65 -37.23 -154.66 77.79 -613.77 42.30 -70.03 22.57 -43.90 117.01 -205.49 -37.48 -25.49 31.85 -8.66 -10.14 -61.59 23.81 -5.18 14.72 -2.55 69.49 -13.96 14.43 614.36 -261.69 430.07 -445.97 1883.74 164.21 411.69 -116.24 371.45 86.53 1412.49 57.87 307.61 -49.08 258.54 15.86 1021.12 39.88 216.34 -80.33 185.65 -72.95 725.02 37.26 154.66 -43.91 125.53 -11.98 505.35 18.20 97.10 -42.27 70.03 -43.42 301.45 -22.54 43.90 37.51 25.49 26.99 125.15 -31.82 8.66 -23.78 5.18 -100.28 24.97 -14.69 2.56 0.03 0.00 -26.44 4.61 7283.78 -429.54 -2816.44 -1791.66 2603.89 -1294.67 2816.43 1791.65 1340.68 -5404.16 2036.58 -1769.78 -1858.29 -355.21 -4376.09 442.10 -3108.33 43.32
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
223 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-50.71 -50.71 -50.71 -50.71 -50.70 -50.70 -50.70 -50.70 -50.70 -50.70 -50.70 -50.70 -50.70 -91.15 -469.89 -91.15 -91.15 -91.15 -91.16 12.63 12.63 -36.70 0.03 0.01 -469.88 -50.70 -50.71 -50.71 -50.71 -50.72 -91.15 -91.15 -91.15 -91.15 -91.15 -91.16 -91.16 -91.16 12.63 12.63 12.63 12.62 12.62 -36.71 -36.71 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.02 0.02
-1298.86 -1558.75 -735.86 -5443.45 -826.50 -2844.30 -448.90 151.87 -1240.25 3517.60 -518.72 1126.86 327.66 2114.95 -4341.53 -13132.60 -991.34 -2721.12 4341.53 13132.60 5923.17 16314.48 1839.68 5277.62 -1198.76 1449.35 -3906.65 11658.86 -1030.93 2646.93 -1198.76 -1449.35 -2622.48 567.10 -658.15 -151.95 2622.48 -567.10 2054.41 -2003.19 564.01 -309.96 -2054.41 2003.18 -558.23 -85.48 -520.18 381.82 558.23 85.47 -2209.55 1322.51 -326.50 278.38 2209.54 -1322.51 1635.87 -3453.24 507.04 -629.71 -1635.87 3453.24 380.93 773.12 -231.57 779.87 -380.94 -773.12 -2332.09 390.87 -568.60 -80.11 2332.09 -390.87 1736.22 -814.37 471.48 -139.68 -306.39 -4574.82 127.91 -5273.17 -107.52 -5932.52 -367.14 -2019.43 -4662.71 1637.94 -4753.13 -360.51 4851.46 5449.38 306.41 4574.82 3097.82 6020.54 -127.89 5273.17 -2031.81 6818.28 -1301.03 7284.01 136.86 4531.46 -1229.52 4734.08 -658.23 5581.65 140.15 2885.88 -1229.47 2573.14 -656.22 3288.57 -38.67 506.70 492.13 787.19 319.18 910.73 19.26 379.94 4501.94 -2092.16 3182.35 -1205.18 279.42 -306.71 -16.37 -122.13 261.44 -426.20 -280.57 -606.78 -216.93 240.42 -897.30 -660.77 20.28 0.47 -44.14 -0.23 -43.04 0.43 -367.16 2019.42 1581.41 -1270.99 573.72 353.62 3906.66 -11658.87 5923.17 -16314.49 1375.28 -3913.72 1240.24 -3517.60 -327.67 -2114.96 269.64 -1664.26 735.85 5443.44 448.89 -151.88 432.30 1930.84 4376.08 -442.11 1298.85 1558.74 2691.22 529.54 -1340.69 5404.15 1858.28 355.20 299.00 3327.04 2031.83 -6818.28 -420.43 -5554.37 970.73 -7453.40 420.45 5554.38 -1109.13 4134.40 -414.87 5836.61 1109.15 -4134.40 -136.84 -4531.46 585.73 -5220.40 1229.54 -4734.08 -8.45 -4120.38 735.60 -5334.01 8.47 4120.38 -886.08 3268.57 -528.68 4451.17 886.10 -3268.57 -140.12 -2885.88 449.38 -3707.50 1229.50 -2573.14 659.22 -2127.40 1137.78 -2831.65 -659.19 2127.40 162.24 2074.23 -299.37 2531.11 2.17 -1023.79 -19.24 -379.94 -12.01 -988.05 -593.84 827.33 -2.14 1023.79 -419.49 1302.95 -492.11 -787.19 593.87 -827.33 71.63 -1136.42 -87.33 74.82 38.70 -506.70 -34.23 -303.99 -415.80 -20.66 87.36 -74.82 -231.18 -67.21 16.39 122.11 -171.01 496.87 -153.67 615.18 171.03 -496.89 627.47 227.70 793.60 -267.53 120.97 125.94 -161.57 -47.87 -73.24 140.81 86.35 -30.21 -173.85 11.39 -157.82 -33.95 -92.55 7.43 -140.09 -2.94 -419.60 8.09 30.64 -1.55 -65.03 0.54 -62.01 -1.82 -7.26 -0.01 -77.29 -0.11 -152.49 -0.22 -165.04 0.23 -63.21 -0.20 -411.68 0.05 -21.71 0.17 -4.88 -0.09 -47.95 0.15 216.96 -240.42 -120.94 -125.94 173.19 -660.76 161.60 47.87 -86.32 30.21 135.77 140.81
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
224 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.02 0.02 0.01 0.01 0.01 0.00 0.00 -653.11 -653.12 -653.14 -653.15 -653.18 -653.20 -653.22 -653.25 -653.26 -653.28 -653.30 599.97 1292.08 1974.45 2130.15 3483.34 -559.46 -313.35 -559.46 -559.45 -559.43 -559.41 -39.14 -39.15 -65.91 -0.02 -0.01 -313.36 -653.23 -653.19 -653.17 -653.14 -653.13 -559.45 -559.44 -559.44 -559.43 -559.42 -559.42 -559.41 -559.41 -39.15 -39.15 -39.15 -39.14 -39.14 -65.91
173.88 -11.39 92.58 -7.43 480.59 -33.94 140.12 2.94 -30.61 1.55 197.51 8.10 65.06 -0.54 -20.25 -0.47 80.82 -1.81 44.17 0.23 7.30 0.01 92.83 0.43 77.32 0.11 165.08 -0.23 437.18 -0.22 63.24 0.20 21.74 -0.17 153.27 0.05 4.91 0.09 0.03 -0.00 8.91 0.15 2722.11 958.30 -726.66 1369.21 1163.09 1356.64 726.65 -1369.20 489.59 5108.19 595.84 1831.74 -1388.88 248.09 -4403.19 132.04 -2887.80 189.52 -1441.92 1559.18 -394.03 4772.22 -745.77 2571.82 -478.78 -40.47 -1580.90 -2963.80 -632.51 -922.58 247.05 -2092.00 -3756.81 12419.66 -866.83 2550.70 3756.80 -12419.65 5135.51 -15579.77 1593.71 -5018.16 -1082.55 -1296.94 -3479.32 -11261.78 -921.18 -2535.97 -1082.56 1296.95 -2809.32 -681.61 -670.31 105.98 2809.32 681.61 2179.54 2110.12 601.63 336.67 -2179.54 -2110.12 -605.09 108.45 -554.42 -398.54 605.08 10.72 -2278.66 -1477.50 -330.90 -290.01 2278.66 1543.31 1618.55 3759.85 513.87 699.25 -1618.55 -3694.97 419.94 -922.57 -221.17 -852.05 -419.94 937.37 -2529.34 -483.08 -618.11 95.21 2529.34 611.74 1872.58 1155.99 510.15 204.87 324.26 4261.70 -68.32 5344.57 154.18 5786.91 -340.53 2982.02 -7899.82 924.09 -7786.99 3691.21 1206.55 -2643.11 -324.24 -4261.70 529.92 -4147.03 68.33 -5344.57 -1718.88 -6988.65 -994.31 -7429.65 104.47 -4494.50 -1145.75 -4784.89 -627.28 -5589.99 15.20 -2802.38 -869.44 -2782.36 -514.60 -3364.30 384.55 585.13 914.05 764.73 914.05 950.13 -97.01 3310.00 4896.62 6275.44 3378.30 6746.92 -1010.33 -162.80 -552.42 -100.57 -1553.15 -261.76 995.83 -1580.76 -460.05 -773.73 966.33 -4246.56 42.75 -100.48 -17.71 -73.40 45.16 -313.60 -340.54 -2982.00 866.13 915.06 248.34 -976.61 3479.33 11261.79 5135.52 15579.77 1205.29 3755.37 1580.89 2963.81 -247.06 2092.01 394.11 1493.85 394.02 -4772.21 478.77 40.48 318.47 -1726.56 4403.18 -132.03 1441.91 -1559.17 2771.91 -802.01 -489.60 -5108.18 1388.87 -248.08 519.48 -3094.19 1718.90 6988.65 -355.61 5457.63 821.26 7497.76 355.63 -5457.63 -1193.89 -4157.54 -504.98 -5792.27 1193.91 4157.54 -104.45 4494.50 656.30 5212.07 1145.77 4784.89 -38.67 4116.08 666.93 5362.03 38.69 -4116.08 -979.57 -3226.37 -566.80 -4423.16 979.60 3226.37 -15.18 2802.38 580.97 3631.78 869.46 2782.36 -71.13 2474.72 480.92 3166.92 71.16 -2474.72 54.53 -1170.39 75.71 -2195.85 -294.45 -1256.17 97.04 -3310.00 -138.95 -3214.00 -291.75 762.29 294.47 1256.17 1.92 1420.74 -914.03 -764.73 291.78 -762.29 -437.98 -1074.82 -779.76 -625.35 -384.52 -585.13 -819.51 -852.02 835.51 593.34 779.79 625.35 1136.96 857.80 552.44 100.59 514.37 -586.97 1060.25 -483.39
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
225 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-65.90 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -1061.99 -1062.00 -1062.03 -1062.06 -1062.10 -1062.13 -1062.16 -1062.20 -1062.23 -1062.26 -1062.30 1388.11 2613.80 3822.25 3977.94 3977.93 -855.94 -81.17 -855.95 -855.93 -855.89 -855.87 -91.94 -91.96 3.49 -0.06 -0.03 -81.18 -1062.18 -1062.11 -1062.08 -1062.05 -1062.02 -855.92 -855.91 -855.90 -855.89
-514.35 586.98 -1821.90 408.34 -2321.90 989.21 -26.16 -462.02 -56.84 -359.59 -149.70 -1481.87 189.47 -310.37 -85.17 -263.40 188.13 -1034.86 30.57 -225.24 -32.94 -186.62 -4.28 -742.85 85.08 -156.45 -38.99 -127.84 83.12 -512.75 42.57 -47.79 22.47 -23.19 117.32 -128.02 -37.55 -11.90 31.87 -2.18 -10.24 -25.40 23.85 -0.22 14.70 0.71 69.53 0.89 460.08 773.73 26.19 462.02 877.06 2228.80 56.87 359.59 -189.44 310.37 -239.11 1208.35 85.20 263.40 -30.53 225.24 98.60 881.33 32.97 186.62 -85.05 156.45 -93.93 618.77 39.03 127.84 -42.71 100.47 -6.65 411.78 17.74 73.40 -42.54 47.79 -44.73 218.58 -22.44 23.19 37.58 11.90 27.31 63.28 -31.84 2.18 -23.81 0.22 -100.37 4.33 -14.67 -0.71 0.03 -0.00 -26.40 -1.29 -3163.53 2126.38 952.11 1100.69 -1288.97 1880.96 -952.10 -1100.67 -906.10 5909.94 -910.33 2356.07 1312.66 213.48 4495.40 -722.19 2895.77 -253.63 1445.19 1870.63 -503.63 5094.45 382.46 2829.22 -599.01 -1081.87 4024.97 -1067.87 1052.08 -660.16 4503.20 3327.35 5800.53 15593.48 2544.79 4673.02 -5800.52 -15593.47 -5203.19 -16332.22 -1972.13 -5721.84 1341.65 -1326.04 3177.88 -11430.09 912.62 -2575.84 1341.66 1326.05 3692.92 -661.98 867.12 114.37 -3692.91 661.99 -3025.56 2095.30 -810.21 332.52 3025.57 -2095.30 630.65 199.63 727.96 -377.43 -630.65 33.36 3361.52 -1454.25 539.94 -280.94 -3361.52 1570.80 -3030.87 3644.33 -842.87 687.64 3030.87 -3529.42 -99.62 -769.43 540.89 -793.24 99.63 784.23 3473.85 -495.31 748.93 60.55 -3473.84 495.31 -2792.31 1018.78 -726.20 175.47 123.94 -4606.72 -545.85 -5999.48 -254.16 -6389.28 927.49 1744.25 7509.78 -49.87 7973.08 1601.16 669.07 3804.86 -123.92 4606.72 327.41 5052.00 545.87 5999.48 -1069.63 8188.26 -315.52 8546.83 598.43 5239.95 -617.66 5639.57 -11.59 6553.93 369.79 3429.54 -535.59 3111.48 -99.88 3940.37 -6.01 635.30 628.15 785.25 437.91 999.88 292.19 583.57 5327.83 -5292.63 3955.77 -3314.57 854.01 598.78 462.37 237.31 1308.30 830.95 1300.90 1269.16 111.82 -493.55 2548.01 1398.90 37.01 -0.84 -28.51 0.23 15.32 -1.11 927.51 -1744.23 -912.93 2750.31 6.89 475.36 -3177.89 11430.10 -5203.20 16332.22 -1172.59 3884.19 -4024.96 1067.88 -4503.19 -3327.34 -2519.82 -667.60 503.64 -5094.44 599.02 1081.88 402.35 -1464.15 -4495.39 722.20 -1445.18 -1870.62 -2817.19 -544.61 906.11 -5909.92 -1312.64 -213.48 -234.85 -3537.34 1069.65 -8188.26 -910.36 -6378.85 95.96 -8775.37 910.38 6378.85 -741.82 4768.54 101.54 6715.30 741.84 -4768.55 -598.41 -5239.95 86.41 -6029.21 617.69 -5639.57 -489.16 -4835.04 77.42 -6310.01
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-855.88 -855.87 -855.86 -855.86 -91.95 -91.95 -91.95 -91.94 -91.93 3.50 3.51 -0.05 -0.05 -0.04 -0.03 -0.02 -0.01 -0.01 -0.06 -0.05 -0.04 -0.04 -0.03 -0.02 -0.02 -0.01 -0.00
489.18 621.22 535.61 81.04 -186.58 -543.70 -628.12 -207.63 185.52 -462.39 519.10 220.75 111.00 -66.84 49.02 7.25 -156.08 -18.39 -111.79 127.10 145.85 119.88 47.44 28.54 64.16 58.49 2.87
4835.04 -621.20 -3845.88 -369.77 -3111.48 -81.02 2607.95 -1203.54 -1164.55 -292.17 1053.67 186.61 -785.25 543.72 199.20 6.03 -1022.27 207.66 -237.29 -519.12 608.74 1817.29 -282.06 -127.07 67.09 -145.81 -15.69 -119.85 3.86 -47.40 0.39 -64.13 0.15 -58.46 0.12 -2.84 493.55 -220.72 -107.48 -110.96 25.70 66.87 -5.92 -48.99 1.51 -36.97 -0.23 -7.22 0.27 156.12 0.14 18.43 0.06 0.03
3845.88 -3429.54 -2607.95 2494.63 -583.57 1164.55 -1053.67 -635.30 -199.20 -608.72 -22.15 107.48 -25.70 5.92 -1.51 -0.27 -0.14 -0.06 282.06 -67.09 15.69 -3.86 0.85 -0.39 -0.15 -0.12 0.00
17:07:07 03/17/10
-79.53 151.48 273.85 -676.20 -336.98 -251.35 -59.40 -141.90 276.74 -975.47 2322.04 168.96 -62.80 -336.70 2.92 -102.58 -386.95 -38.29 -599.72 29.11 383.65 127.86 18.87 38.45 397.30 138.73 5.24
5229.47 -4382.79 -3445.44 3073.84 -1230.45 1561.34 -1294.36 -306.96 -859.76 -840.81 582.99 -314.86 74.66 -17.63 4.24 0.21 0.03 0.11 1398.90 -314.86 74.66 -17.63 4.25 -1.11 0.22 0.03 0.11
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 6 "COMBO 1-6"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P -0.6501 7.417e-014 -0.007307 0.0000 0.0000 0.0000 -0.6501 -1.325 93.33 D1Z93P -0.6498 0.003662 0.01532 0.0044 -1.0367 -0.1703 0.6752 -1.321 93.35 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.003878 1000 -107.7 0.0000 0.0000 0.0000 -3.519 993 -99.07 D4Z13P -0.004672 210.6 -14.16 0.0000 0.0000 0.0000 -0.004672 203.9 -0.8165 D5Z19P -0.02086 -0.01273 -0.01675 -0.0207 -0.0985 -0.0281 -6.361 -6.353 18.72 D6Z26P -0.03459 864 -58.1 0.0000 0.0000 0.0000 -2.567 858.2 -31.82 D7Z31P -0.05661 249.9 -16.81 0.0000 0.0000 0.0000 -0.05661 244.4 14.51 D8Z26P -0.03484 0.004188 -0.02391 -0.0670 -0.1796 -0.0340 -5.868 -5.829 26.26 D9Z13P -0.007871 -0.001396 -0.01279 0.1755 -0.1658 -0.0263 -6.711 -6.705 13.33 D10Z31P -0.05712 -0.0007409 -0.0267 0.1189 -0.3029 -0.0480 -5.551 -5.495 31.29 D11Z36P -0.08308 -0.008339 -0.02901 -0.0193 -0.2595 -0.0512 -5.241 -5.167 36.29 D12Z45P -0.1192 0.006634 -0.0334 -0.0279 -0.3516 -0.0603 -4.722 -4.597 44.54 D13Z45P -0.1191 1000 -89.66 0.0000 0.0000 0.0000 -2.502 995.4 -45.09 D14Z50P -0.161 168.5 -11.33 0.0000 0.0000 0.0000 -0.161 164.3 39.02 D15Z55P -0.2015 -0.008858 -0.03445 -0.0106 -0.6809 -0.0600 -4.085 -3.892 55.25 D16Z68P -0.3169 0.009759 0.02356 -0.0225 -0.3227 -0.1548 2.714 -3.022 67.98 D17Z68P -0.3178 -0.01132 -0.0354 0.0546 -0.4306 -0.1056 -3.349 -3.043 67.92 D18Z55P -0.2005 0.007557 0.02412 0.0133 -0.6790 -0.0958 3.683 -3.876 55.31 D19Z75P -0.3971 0.003774 0.02263 0.0254 -0.7352 -0.1429 2.137 -2.53 75.38 D20Z75P -0.3984 -0.003988 -0.03542 -0.0593 -0.5985 -0.1009 -2.932 -2.538 75.32 D21Z81P -0.4718 0.006967 0.02057 0.0282 -0.7376 -0.1579 1.661 -2.125 81.35 D22Z81P -0.4715 -0.007822 -0.03403 -0.0095 -0.7899 -0.1029 -2.604 -2.14 81.29 D23Z86P -0.5342 -0.00415 -0.03291 -0.0045 -0.8193 -0.1100 -2.361 -1.831 85.84 D24Z86P -0.5335 0.003818 0.01907 0.0044 -0.8341 -0.1647 1.293 -1.823 85.89 D25Z90P -0.5892 0.006277 0.01717 0.0197 -0.8854 -0.1698 0.9872 -1.57 89.61 D26Z90P -0.5893 -0.007013 -0.03136 -0.0185 -0.8575 -0.1137 -2.166 -1.583 89.56 D27Z93P -0.6497 -0.004048 -0.02983 -0.0038 -1.0413 -0.1095 -1.975 -1.329 93.31 D28Z50P -0.1612 -0.002298 -0.03402 0.1206 -0.4053 -0.0779 -4.376 -4.217 50.32 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.001189 -1000 107.7 0.0000 0.0000 0.0000 3.524 -1007 116.2 D31Z19P -0.01756 0.009695 0.01266 0.0209 -0.0952 -0.0404 6.323 -6.331 18.75 D32Z26P -0.03509 -864 58.09 0.0000 0.0000 0.0000 2.498 -869.8 84.38 D33Z26P -0.03516 -0.002925 0.01772 0.0513 -0.1988 -0.0509 5.798 -5.836 26.3 D34Z13P -0.008063 0.001691 0.009478 -0.1289 -0.1194 -0.0350 6.695 -6.701 13.35 D35Z31P -0.05682 0.0008208 0.01963 -0.0899 -0.2847 -0.0675 5.438 -5.494 31.34 D36Z36P -0.08175 0.006883 0.0212 0.0155 -0.2692 -0.0744 5.076 -5.151 36.34 D37Z45P -0.1211 -0.004797 0.024 0.0258 -0.3564 -0.0891 4.482 -4.608 44.6 D38Z45P -0.1211 -1000 89.65 0.0000 0.0000 0.0000 2.262 -1005 134.2 D39Z50P -0.1612 0.002185 0.02413 -0.0938 -0.3864 -0.1100 4.053 -4.212 50.38 D40Z113P -1.068 -0.00066 -0.038 -0.0158 -1.3295 -0.1293 -2.393 -1.326 113.2 D41Z113P -1.068 9.299e-005 0.02238 0.0132 -1.3286 -0.1939 0.2574 -1.325 113.3 D42Z110P -0.9914 -0.001358 -0.03717 -0.0094 -1.2968 -0.1260 -2.316 -1.326 109.9 D43Z110P -0.9914 0.000694 0.02168 0.0112 -1.2968 -0.1900 0.3336 -1.324 110 D44Z107P -0.9174 -0.001926 -0.03615 -0.0214 -1.2580 -0.1227 -2.242 -1.327 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
-0.9174 0.001338 -0.8457 -0.002561 -0.8457 0.002003 -0.777 -0.003292 -0.7769 0.002758 -0.712 -0.003917 -0.712 0.003429 -0.6807 -0.004513 -0.7438 0.004081 -0.811 -0.00334 -0.8812 0.002308 -0.9541 -0.002011 -1.029 0.0007333 -1.106 -0.0006686 -0.6807 0.004072 -0.744 -0.004785 -0.8109 0.002757 -0.8813 -0.003008 -0.9541 0.001346 -1.029 -0.001465 -1.106 -7.754e-005 -1.152 -0.0004165 -1.176 0.0003186 -1.176 -0.001034 -1.152 -0.0003057 -1.212 -0.0002995 -1.212 -0.001312 -1.249 -9.802e-005 -1.249 -0.001109 -1.287 -0.0001141 -1.287 -0.001243 -1.325 9.307e-005 -1.325 -0.001137 -1.363 7.63e-005 -1.363 -0.001229 -1.402 0.0002413 -1.402 -0.001132 -1.441 -0.00102 -1.441 0.0002099 -1.522 0.0008133 -1.522 -0.001494 -1.467 -0.001159 -1.494 0.0003627 -1.494 -0.001097 -1.467 0.0004046 -1.838 -0.001079 -1.838 0.0009301 -1.539 -0.001468 -1.555 0.0005173 -1.572 -0.001077 -1.59 0.0003227 -1.607 -0.0008398 -1.624 0.0001222 -1.642 -0.0005629
0.02082 -0.03493 0.01977 -0.03347 0.01852 -0.03178 0.01704 -0.03088 0.01784 -0.03426 0.02034 -0.03671 0.02207 -0.03837 0.01625 -0.03268 0.0192 -0.03559 0.0213 -0.03763 0.02269 0.01358 -0.02484 0.009049 -0.02936 -0.02517 0.009374 -0.0255 0.009622 -0.02574 0.009873 -0.02598 0.01005 -0.02616 0.01024 -0.02634 0.01037 0.0105 -0.02646 -0.01819 0.002097 0.007729 -0.02099 0.004927 -0.02377 -0.01936 0.003112 0.002273 -0.01854 0.002553 -0.01882 0.002763 -0.01902 0.002906
0.0199 -0.0036 0.0063 -0.0320 0.0286 0.0109 -0.0045 -0.0052 0.0113 -0.0101 0.0107 -0.0070 0.0095 -0.0075 0.0061 -0.0109 0.0109 -0.0102 0.0089 -0.0118 0.0218 0.0859 -0.0283 0.0561 -0.0739 0.0221 -0.0117 -0.0105 0.0005 -0.0020 0.0010 -0.0046 -0.0012 -0.0026 0.0021 -0.0031 -0.0079 0.0043 -0.0012 0.0049 0.0198 0.0301 -0.0375 0.0413 -0.0219 0.0103 -0.0141 -0.0189 0.0069 -0.0126 0.0085 -0.0142 0.0088 -0.0139
17:07:07 03/17/10
-1.2588 -1.2135 -1.2130 -1.1568 -1.1587 -1.0886 -1.0856 -1.0779 -1.1191 -1.1880 -1.2367 -1.2783 -1.3154 -1.3305 -1.0783 -1.1189 -1.1882 -1.2368 -1.2779 -1.3154 -1.3364 -1.3482 -1.4125 -1.4192 -1.3317 -1.4911 -1.4948 -1.5072 -1.5045 -1.5189 -1.5187 -1.5420 -1.5413 -1.5538 -1.5543 -1.5620 -1.5591 -1.5630 -1.5691 -1.6772 -1.6858 -1.5735 -1.5892 -1.5928 -1.5529 -1.8398 -1.8401 -1.7206 -1.7435 -1.7638 -1.7835 -1.8015 -1.8087 -1.8133
-0.1861 -0.1194 -0.1821 -0.1161 -0.1782 -0.1128 -0.1743 -0.1112 -0.1762 -0.1178 -0.1841 -0.1243 -0.1920 -0.1309 -0.1723 -0.1145 -0.1802 -0.1210 -0.1880 -0.1276 -0.1959 -0.2088 -0.1289 -0.2146 -0.1298 -0.1290 -0.2127 -0.1291 -0.2108 -0.1292 -0.2090 -0.1292 -0.2071 -0.1293 -0.2052 -0.1294 -0.2033 -0.2015 -0.1294 -0.1174 -0.2153 -0.2072 -0.1227 -0.2136 -0.1288 -0.1173 -0.2152 -0.2153 -0.1174 -0.2152 -0.1174 -0.2152 -0.1174 -0.2152
0.4076 -2.171 0.4793 -2.102 0.5481 -2.037 0.613 -2.006 0.5812 -2.136 0.4438 -2.279 0.2958 -2.431 0.6443 -2.069 0.5141 -2.206 0.3709 -2.354 0.2189 -0.2506 -1.866 -0.4859 -2.054 -1.902 -0.5223 -1.939 -0.5595 -1.977 -0.5969 -2.015 -0.6349 -2.053 -0.6733 -2.092 -0.7119 -0.7506 -2.131 -1.872 -1.172 -0.8907 -1.958 -1.031 -2.044 -2.188 -1.488 -1.189 -1.905 -1.222 -1.94 -1.257 -1.974 -1.292
-1.324 -1.328 -1.323 -1.328 -1.322 -1.329 -1.322 -1.33 -1.321 -1.328 -1.323 -1.327 -1.324 -1.326 -1.321 -1.33 -1.322 -1.328 -1.324 -1.326 -1.325 -0.9021 -0.6897 -0.691 -0.902 -0.6903 -0.6913 -0.6901 -0.6911 -0.6901 -0.6912 -0.6899 -0.6911 -0.6899 -0.6912 -0.6898 -0.6911 -0.691 -0.6898 -0.3492 -0.3515 -0.5778 -0.463 -0.4644 -0.5763 -0.3511 -0.3491 -0.3515 -0.3495 -0.3511 -0.3497 -0.3508 -0.3499 -0.3506
106.6 103.3 103.3 99.95 100 96.63 96.68 94.97 98.34 101.6 105 108.2 111.6 114.9 95.02 98.29 101.7 104.9 108.3 111.6 114.9 117 117.9 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.7 125 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6 133.1 133.7 134.2 134.8
Helman O. Mozo
Page
Job
229 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P -1.66 -7.791e-005 D100Z136P -1.677 -0.0002946 D101Z136P -1.695 -0.0002783 D102Z137P -1.713 -2.339e-005 D103Z138P -1.731 -0.0004786 D104Z138P -1.749 0.0002476 D105Z139P -1.766 -0.0006787 D106Z139P -1.784 0.0005198 D107Z140P -1.802 -0.0008787 D108Z140P -1.82 0.0007932 D109Z92P -0.6207 -0.005233 D111Z88P -0.5638 -0.005957 D113Z84P -0.5056 -0.00591 D115Z79P -0.436 -0.005632 D117Z72P -0.3639 -0.01029 D119Z62P -0.2964 -0.003085 D121Z9P 0.001148 -0.006488 D122Z9P 0.003839 0.009157 D123Z132P -1.555 -0.001238 D124Z133P -1.59 -0.000967 D125Z134P -1.624 -0.0006993 D126Z135P -1.66 -0.0004294 D127Z136P -1.695 -0.0001589 D128Z138P -1.731 0.000112 D129Z139P -1.766 0.0003835 D130Z140P -1.802 0.0006564 D131Z92P -0.6209 0.004698 D132Z88P -0.563 0.005326 D133Z84P -0.5042 0.005031 D134Z79P -0.438 0.005793 D135Z72P -0.3553 0.007526 D136Z62P -0.2965 0.002728 D137Z93P -605.6 0.003982 D138Z93P -0.6409 0.004298 D139Z9P -1000 -0.006499 D140Z13P -1000 -9.376e-005 D141Z26P -864 -0.002979 D142Z31P -1000 0.0007108 D143Z45P -1000 -0.004812 D144Z50P -1000 0.002003 D145Z68P -0.3076 -0.00333 D146Z55P -0.1933 -0.002839 D147Z75P -0.3882 0.003406 D148Z81P -0.4622 0.0005812 D149Z86P -0.525 0.003899 D150Z90P -0.5802 0.00158 D151Z9P -1000 0.005994 D152Z9P 0.0002556 0.005983 D153Z0P 0 0 D154Z19P -0.01716 -0.009399 D155Z26P -864 0.003781 D156Z26P -0.0335 0.003728 D157Z13P -0.008673 -0.001884 D158Z31P -0.05442 0.0006009
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Helman O. Mozo
Page
Job
230 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P -0.6408 -0.004779 -0.03034 -0.0090 -1.0579 D214Z9P 0.0003513 1000 107.7 0.0000 0.0000 D215Z13P -0.004881 -210.6 -14.16 0.0000 0.0000 D216Z26P -0.03343 864 58.09 0.0000 0.0000 D217Z31P -0.05417 -249.9 -16.81 0.0000 0.0000 D218Z45P -0.1157 1000 89.65 0.0000 0.0000 D219Z50P -0.1547 -168.5 -11.33 0.0000 0.0000 D220Z68P -0.309 0.004471 -0.03562 -0.0082 -0.2982 D221Z55P -0.1944 0.003752 -0.03432 0.0198 -0.6802 D222Z75P -0.3881 -0.003661 -0.03587 0.0298 -0.7281 D223Z81P -0.4628 -0.0003031 -0.03446 0.0255 -0.7670 D224Z86P -0.525 -0.004267 -0.03343 0.0074 -0.8302 D225Z90P -0.5806 -0.001615 -0.03185 0.0305 -0.8594 D226Z9P 0.002964 -1000 -107.7 0.0000 0.0000 D227Z9P 0.00287 -0.008646 -0.009143 -0.0263 -0.0683 D228Z0P 0 0 0 0.0000 0.0000 D229Z19P -0.02032 0.01241 -0.01617 0.0254 -0.0856 D230Z26P -0.03262 -864 -58.1 0.0000 0.0000 D231Z26P -0.03279 -0.005018 -0.02334 0.0737 -0.1724 D232Z13P -0.008517 0.001574 -0.01228 -0.1692 -0.1570 D233Z31P -0.05452 -0.0007632 -0.02613 -0.1093 -0.2991 D234Z36P -0.07986 0.00608 -0.02845 0.0291 -0.2490 D235Z45P -0.1137 -0.01011 -0.03307 0.0379 -0.3416 D236Z45P -0.1137 -1000 -89.66 0.0000 0.0000 D237Z50P -0.1549 -0.00205 -0.0338 -0.1096 -0.3980 D238Z113P -1.066 -0.0005159 -0.03849 -0.0075 -1.3495 D239Z110P -0.989 -0.001199 -0.03766 -0.0113 -1.3189 D240Z107P -0.9137 -0.001835 -0.03665 -0.0003 -1.2801 D241Z103P -0.8408 -0.002462 -0.03543 -0.0181 -1.2361 D242Z100P -0.7707 -0.003 -0.03398 0.0100 -1.1790 D243Z97P -0.7045 -0.003622 -0.03229 -0.0326 -1.1118 D244Z98P -0.737 -0.002137 -0.03319 -0.0105 -1.1413 D245Z105P -0.8769 -0.001385 -0.03609 -0.0116 -1.2591 D246Z112P -1.028 -0.0004416 -0.03812 -0.0129 -1.3374 D247Z95P -0.6724 -0.00369 -0.03139 -0.0194 -1.1021 D248Z102P -0.8053 -0.002313 -0.03477 -0.0119 -1.2106 D249Z108P -0.9511 -0.001135 -0.0372 -0.0135 -1.3003 D250Z115P -1.106 -2.87e-005 -0.03886 0.0002 -1.3595 D251Z117P -1.153 0.0002255 -0.02954 0.0707 -1.3651 D252Z118P -1.176 -0.0001723 -0.02493 0.0458 -1.4319 D253Z119P -1.213 -0.0003232 -0.02529 -0.0154 -1.5008 D254Z121P -1.25 -9.08e-006 -0.02557 -0.0032 -1.5079 D255Z122P -1.288 -7.052e-005 -0.02584 -0.0024 -1.5221 D256Z124P -1.326 0.0001332 -0.02605 -0.0044 -1.5443 D257Z125P -1.364 9.876e-005 -0.02625 -0.0004 -1.5571 D258Z126P -1.403 0.0002726 -0.0264 -0.0109 -1.5617 D259Z128P -1.442 0.0004729 -0.02655 -0.0009 -1.5676 D260Z131P -1.524 0.0007506 -0.01806 0.0250 -1.6733 D261Z129P -1.469 0.0005852 -0.02375 0.0118 -1.5907 D262Z130P -1.496 0.0009281 -0.02091 0.0207 -1.6127 D263Z141P -1.836 -0.001078 -0.01924 0.0104 -1.8156 D264Z131P -1.541 0.0006043 -0.01826 0.0080 -1.6963 D265Z133P -1.574 0.0004566 -0.01857 0.0112 -1.7392 D266Z134P -1.608 0.0002365 -0.01881 0.0105 -1.7770
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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-0.01897 0.0106 -1.7888 0.1982 -0.0191 0.0105 -1.8083 0.1982 -0.01918 0.0105 -1.8196 0.1982 -0.01922 0.0105 -1.8270 0.1982 -0.01923 0.0104 -1.8144 0.1982 -0.01924 0.0104 -1.8155 0.1982 -0.01841 0.0067 -1.7166 0.1983 -0.01869 0.0116 -1.7584 0.1982 -0.01889 0.0103 -1.7840 0.1982 -0.01904 0.0106 -1.8006 0.1982 -0.01914 0.0105 -1.8147 0.1982 -0.0192 0.0105 -1.8227 0.1982 -0.01923 0.0104 -1.8209 0.1982 -0.01924 0.0104 -1.8163 0.1982 -0.03116 0.0842 -0.9259 0.1575 -0.03255 -0.0486 -0.8738 0.1607 -0.03391 0.0849 -0.7838 0.1477 -0.03512 -0.0429 -0.7135 0.1483 -0.03611 0.1074 -0.6854 0.1238 -0.03336 -0.0127 -0.4448 0.1244 -0.03082 0.0000 0.0000 0.0000 107.6 0.0000 0.0000 0.0000 83.14 0.0000 0.0000 0.0000 58.06 0.0000 0.0000 0.0000 99.35 0.0000 0.0000 0.0000 89.61 0.0000 0.0000 0.0000 85.62 0.0000 0.0000 0.0000 107.6 0.0000 0.0000 0.0000 58.06 0.0000 0.0000 0.0000 89.61 0.0000 0.0000 0.0000 -0.01837 0.0198 -1.7169 -0.1174 -0.01868 0.0112 -1.7635 -0.1174 -0.01892 0.0112 -1.7998 -0.1174 -0.01909 0.0110 -1.8151 -0.1174 -0.01922 0.0108 -1.8329 -0.1173 -0.0193 0.0108 -1.8440 -0.1173 -0.01934 0.0107 -1.8497 -0.1173 -0.01936 0.0105 -1.8407 -0.1173 -0.01936 0.0104 -1.8402 -0.1173
17:07:07 03/17/10
-1.992 -2.027 -2.062 -2.098 -2.133 -2.168 -1.907 -1.941 -1.975 -2.01 -2.045 -2.08 -2.115 -2.15 -2.052 -2.247 -2.464 -2.744 -3.107 -3.695 -607 -1007 -1007 -869.9 -1005 -1005 -1004 -1007 -869.9 -1005 -1.889 -1.922 -1.957 -1.992 -2.027 -2.063 -2.099 -2.134 -2.17
0.35 0.3498 0.3496 0.3494 0.3492 0.349 0.3505 0.3503 0.3501 0.3499 0.3497 0.3495 0.3493 0.3491 1.436 1.69 1.965 2.314 2.761 3.402 -0.004416 3.514 9.548e-005 2.528 -0.0007544 2.373 -0.002174 -3.513 -2.529 -2.377 -0.3495 -0.3496 -0.3498 -0.35 -0.3502 -0.3504 -0.3506 -0.3508 -0.351
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.6 87.84 83.74 78.56 71.95 62.37 93.3 116.2 96.48 84.35 130.7 134.2 136 116.2 84.35 134.2 131.4 132.5 133.6 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "COMBO 1-6": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D2Z0P 145.19 0.0 122.91 0.0 1337.27 0.0 0.0 1350.74 0.0 2.64 0.0 -1.2 0.0 0.00 0.0 0.0 D29Z0P 113.94 0.0 -89.88 0.0 -1003.45 0.0 0.0 1013.89 0.0 -2.05 0.0 -0.6 0.0 0.03 0.0 0.0 D153Z0P 111.19 0.0 87.47 0.0 -966.54 0.0 0.0 976.84 0.0 1.97 0.0 -0.4 0.0 0.01 0.0 0.0 D228Z0P 143.08 0.0 -120.49 0.0 1300.84 0.0 0.0 1314.22 0.0 -2.57 0.0 -1.0 0.0 -0.02 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-6":
Helman O. Mozo
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Job
233 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------------D0Z93P -0.6056 0.0000 -0.9563 0.6050 -0.0000 0.9563 -0.6501 0.0000 -0.0073 D1Z93P -1.2782 0.0000 -1.9526 1.2775 0.0000 1.9526 -0.6498 0.0037 0.0153 D2Z0P -1.7632 0.0000 -2.9973 -143.4239 -122.9053 -1334.2764 0.0000 0.0000 0.0000 D3Z9P -3.2170 0.0000 -6.1434 3.2170 1.6013 6.0358 0.0039 1000.0000 -107.6602 D4Z13P -1.4538 0.0000 -3.1461 1.4538 0.2106 3.1320 -0.0047 210.5652 -14.1565 D5Z19P -8.4314 0.0000 -9.8227 8.4314 -0.0000 9.8227 -0.0209 -0.0127 -0.0167 D6Z26P -1.7359 0.0000 -3.7345 1.7358 0.8640 3.6763 -0.0346 864.0151 -58.1015 D7Z31P -1.7359 0.0000 -3.7345 1.7358 0.2499 3.7176 -0.0566 249.9407 -16.8070 D8Z26P -7.0525 0.0000 -6.6766 7.0524 0.0000 6.6765 -0.0348 0.0042 -0.0239 D9Z13P -2.8046 0.0000 -4.6437 2.8046 -0.0000 4.6437 -0.0079 -0.0014 -0.0128 D10Z31P -10.2389 0.0000 -8.5345 10.2388 -0.0000 8.5344 -0.0571 -0.0007 -0.0267 D11Z36P -4.4216 0.0000 -6.7415 4.4215 -0.0000 6.7414 -0.0831 -0.0083 -0.0290 D12Z45P -2.6788 0.0000 -5.1050 2.6787 0.0000 5.1050 -0.1192 0.0066 -0.0334 D13Z45P -2.6788 0.0000 -5.1050 2.6787 1.3333 5.0154 -0.1191 1000.0000 -89.6608 D14Z50P -1.4491 0.0000 -2.5180 1.4490 0.1685 2.5067 -0.1610 168.5265 -11.3347 D15Z55P -4.1793 0.0000 -6.6717 4.1791 -0.0000 6.6717 -0.2015 -0.0089 -0.0344 D16Z68P -10.2104 0.0000 -6.8162 10.2101 0.0000 6.8162 -0.3169 0.0098 0.0236 D17Z68P -10.2104 0.0000 -6.8162 10.2101 -0.0000 6.8162 -0.3178 -0.0113 -0.0354 D18Z55P -9.9119 0.0000 -7.1277 9.9117 0.0000 7.1277 -0.2005 0.0076 0.0241 D19Z75P -2.6324 0.0000 -3.7979 2.6320 0.0000 3.7979 -0.3971 0.0038 0.0226 D20Z75P -8.7491 0.0000 -4.2539 8.7487 -0.0000 4.2539 -0.3984 -0.0040 -0.0354 D21Z81P -2.0041 0.0000 -2.8153 2.0036 0.0000 2.8154 -0.4718 0.0070 0.0206 D22Z81P -2.0041 0.0000 -2.8153 2.0036 -0.0000 2.8153 -0.4715 -0.0078 -0.0340 D23Z86P -1.5665 0.0000 -2.2294 1.5660 -0.0000 2.2294 -0.5342 -0.0041 -0.0329 D24Z86P -1.5665 0.0000 -2.2294 1.5660 0.0000 2.2295 -0.5335 0.0038 0.0191 D25Z90P -1.3723 0.0000 -2.0018 1.3718 0.0000 2.0019 -0.5892 0.0063 0.0172 D26Z90P -1.3723 0.0000 -2.0018 1.3718 -0.0000 2.0018 -0.5893 -0.0070 -0.0314 D27Z93P -1.2782 0.0000 -1.9526 1.2775 -0.0000 1.9526 -0.6497 -0.0040 -0.0298 D28Z50P -1.4491 0.0000 -2.5180 1.4490 -0.0000 2.5180 -0.1612 -0.0023 -0.0340 D29Z0P -1.7632 0.0000 -2.9973 -112.1737 89.8829 1006.4458 0.0000 0.0000 0.0000 D30Z9P -3.2170 0.0000 -6.1434 3.2170 -1.6013 6.2511 0.0012 -1000.0000 107.6583 D31Z19P -3.1897 0.0000 -6.8806 3.1897 0.0000 6.8806 -0.0176 0.0097 0.0127 D32Z26P -1.7359 0.0000 -3.7345 1.7358 -0.8640 3.7925 -0.0351 -864.0142 58.0949 D33Z26P -1.7359 0.0000 -3.7345 1.7358 -0.0000 3.7345 -0.0352 -0.0029 0.0177 D34Z13P -1.4538 0.0000 -3.1461 1.4538 0.0000 3.1461 -0.0081 0.0017 0.0095 D35Z31P -1.7359 0.0000 -3.7345 1.7358 0.0000 3.7345 -0.0568 0.0008 0.0196 D36Z36P -2.9656 0.0000 -6.3215 2.9655 0.0000 6.3215 -0.0818 0.0069 0.0212 D37Z45P -2.6788 0.0000 -5.1050 2.6787 -0.0000 5.1051 -0.1211 -0.0048 0.0240 D38Z45P -2.6788 0.0000 -5.1050 2.6787 -1.3333 5.1947 -0.1211 -1000.0000 89.6512 D39Z50P -1.4491 0.0000 -2.5180 1.4490 0.0000 2.5180 -0.1612 0.0022 0.0241 D40Z113P -0.6787 0.0000 -1.0386 0.6776 -0.0000 1.0385 -1.0676 -0.0007 -0.0380 D41Z113P -0.6787 0.0000 -1.0386 0.6776 0.0000 1.0386 -1.0676 0.0001 0.0224 D42Z110P -0.6745 0.0000 -1.0386 0.6735 -0.0000 1.0385 -0.9914 -0.0014 -0.0372 D43Z110P -0.6745 0.0000 -1.0386 0.6735 0.0000 1.0386 -0.9914 0.0007 0.0217 D44Z107P -0.6963 0.0000 -1.1014 0.6953 -0.0000 1.1014 -0.9174 -0.0019 -0.0361 D45Z107P -0.6963 0.0000 -1.1014 0.6953 0.0000 1.1015 -0.9174 0.0013 0.0208 D46Z103P -0.6916 0.0000 -1.1014 0.6908 -0.0000 1.1014 -0.8457 -0.0026 -0.0349 D47Z103P -0.6916 0.0000 -1.1014 0.6908 0.0000 1.1015 -0.8457 0.0020 0.0198 D48Z100P -0.6611 0.0000 -1.0386 0.6603 -0.0000 1.0385 -0.7770 -0.0033 -0.0335 D49Z100P -0.6611 0.0000 -1.0386 0.6603 0.0000 1.0386 -0.7769 0.0028 0.0185
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
234 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
-0.6056 -0.6056 -0.6056 -1.2668 -1.3527 -3.1972 -1.3707 -1.3532 -1.2822 -0.6056 -1.2668 -1.3527 -3.1972 -1.3707 -1.3532 -1.2822 -0.6035 -0.8886 -0.8886 -0.6035 -0.5708 -0.5708 -3.6161 -3.6161 -0.5736 -0.5736 -0.5669 -0.5669 -3.6264 -3.6264 -0.5615 -0.5615 -0.5244 -0.5244 -0.3342 -0.3342 -0.2434 -0.2434 -0.2434 -0.2434 -0.0977 -0.0977 -0.0908 -0.1818 -0.0910 -0.1821 -0.0911 -3.0405 -0.0913 -0.1827 -0.0914 -0.1830 -0.0916 -0.1834
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.9563 -0.9563 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9743 -1.5731 -1.5731 -0.9743 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441 -0.3968 -0.3968 -0.2811 -0.2811 -0.2811 -0.2811 -0.1239 -0.1239 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -0.2314
0.6049 0.6049 0.6050 1.2660 1.3519 3.1963 1.3698 1.3521 1.2811 0.6050 1.2660 1.3519 3.1963 1.3698 1.3521 1.2811 0.6024 0.8874 0.8874 0.6024 0.5696 0.5696 3.6148 3.6148 0.5723 0.5723 0.5656 0.5656 3.6250 3.6250 0.5601 0.5601 0.5230 0.5230 0.3326 0.3326 0.2419 0.2419 0.2419 0.2419 0.0959 0.0959 0.0893 0.1802 0.0894 0.1805 0.0895 3.0389 0.0896 0.1811 0.0898 0.1814 0.0899 0.1816
17:07:07 03/17/10
-0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
0.9562 0.9563 0.9562 1.9948 2.1400 3.7869 2.1400 2.0771 2.0128 0.9563 1.9948 2.1400 3.7869 2.1400 2.0771 2.0129 0.9743 1.5730 1.5731 0.9743 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4940 2.4941 1.1260 1.1261 0.8442 0.8441 0.3968 0.3968 0.2811 0.2811 0.2811 0.2811 0.1238 0.1239 0.1157 0.2314 0.1157 0.2314 0.1157 1.4698 0.1157 0.2314 0.1157 0.2314 0.1157 0.2314
-0.7120 -0.7120 -0.6807 -0.7438 -0.8110 -0.8812 -0.9541 -1.0292 -1.1062 -0.6807 -0.7440 -0.8109 -0.8813 -0.9541 -1.0293 -1.1061 -1.1523 -1.1760 -1.1759 -1.1523 -1.2122 -1.2123 -1.2494 -1.2495 -1.2869 -1.2869 -1.3248 -1.3249 -1.3633 -1.3633 -1.4019 -1.4019 -1.4406 -1.4407 -1.5223 -1.5222 -1.4673 -1.4945 -1.4944 -1.4673 -1.8377 -1.8377 -1.5387 -1.5555 -1.5724 -1.5896 -1.6069 -1.6244 -1.6419 -1.6595 -1.6772 -1.6950 -1.7128 -1.7307
-0.0039 0.0034 -0.0045 0.0041 -0.0033 0.0023 -0.0020 0.0007 -0.0007 0.0041 -0.0048 0.0028 -0.0030 0.0013 -0.0015 -0.0001 -0.0004 0.0003 -0.0010 -0.0003 -0.0003 -0.0013 -0.0001 -0.0011 -0.0001 -0.0012 0.0001 -0.0011 0.0001 -0.0012 0.0002 -0.0011 -0.0010 0.0002 0.0008 -0.0015 -0.0012 0.0004 -0.0011 0.0004 -0.0011 0.0009 -0.0015 0.0005 -0.0011 0.0003 -0.0008 0.0001 -0.0006 -0.0001 -0.0003 -0.0003 -0.0000 -0.0005
-0.0318 0.0170 -0.0309 0.0178 -0.0343 0.0203 -0.0367 0.0221 -0.0384 0.0163 -0.0327 0.0192 -0.0356 0.0213 -0.0376 0.0227 0.0136 -0.0248 0.0090 -0.0294 -0.0252 0.0094 -0.0255 0.0096 -0.0257 0.0099 -0.0260 0.0101 -0.0262 0.0102 -0.0263 0.0104 0.0105 -0.0265 -0.0182 0.0021 0.0077 -0.0210 0.0049 -0.0238 -0.0194 0.0031 0.0023 -0.0185 0.0026 -0.0188 0.0028 -0.0190 0.0029 -0.0192 0.0030 -0.0193 0.0031 -0.0193
Helman O. Mozo
Page
Job
235 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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Helman O. Mozo
Page
Job
236 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
238 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ---------------------------------------------------------------------D127P -129.31 4972.06 725.76 -1425.79 -1845.97 2067.02 -652.94 D128P -129.31 1425.78 1845.96 1635.52 -4148.55 1499.74 -1128.05 D129P -129.30 -130.29 1058.26 -2791.94 1530.53 -1456.96 1290.71 D130P -129.29 540.29 393.24 302.22 -4147.00 342.23 -1524.78 D131P -129.28 -796.20 -263.08 -1713.65 2885.14 -770.75 805.21 D132P -129.28 300.87 2144.49 -3716.24 -12440.85 -843.52 -2542.97 D133P -129.27 3716.23 12440.85 5145.04 15579.14 1588.15 5021.85 D134P -129.27 -1049.79 1253.62 -3421.30 11179.46 -902.84 2510.60 D135P -129.27 -1049.80 -1253.63 -2681.39 696.38 -642.64 -95.98 D136P -129.26 2681.39 -696.39 2094.83 -2106.77 575.99 -338.05 D137P -129.26 -2094.83 2106.77 -572.10 -64.17 -530.99 406.69 D138P -129.26 572.09 64.17 -2270.57 1457.65 -335.82 300.89 D139P -129.26 2270.57 -1457.66 1659.78 -3596.17 518.24 -666.38
-1.8181 -1.5572 -1.5908 -1.6252 -1.6598 -1.6948 -1.7300 -1.7654 -1.8005 -0.6117 -0.5550 -0.4963 -0.4285 -0.3463 -0.2907 -605.6455 -1000.0000 -1000.0000 -864.0441 -1000.0000 -1000.0000 -1000.0000 -1000.0000 -864.0455 -1000.0000 -1.5387 -1.5724 -1.6069 -1.6419 -1.6772 -1.7128 -1.7486 -1.7843 -1.8199
-0.0010 0.0005 0.0003 0.0001 -0.0001 -0.0003 -0.0005 -0.0007 -0.0009 -0.0037 -0.0025 -0.0025 -0.0017 0.0007 -0.0025 -0.0044 -0.0087 0.0001 -0.0051 -0.0008 -0.0101 -0.0022 0.0092 0.0042 0.0066 0.0005 0.0004 0.0002 -0.0000 -0.0002 -0.0004 -0.0006 -0.0008 -0.0010
-0.0192 -0.0184 -0.0187 -0.0189 -0.0190 -0.0191 -0.0192 -0.0192 -0.0192 -0.0312 -0.0325 -0.0339 -0.0351 -0.0361 -0.0334 -0.0308 107.6493 83.1443 58.0632 99.3498 89.6067 85.6188 107.6490 58.0630 89.6066 -0.0184 -0.0187 -0.0189 -0.0191 -0.0192 -0.0193 -0.0193 -0.0194 -0.0194
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
-129.26 -129.26 -129.26 -60.04 -659.25 -60.04 -60.04 -60.06 -60.07 51.72 51.73 -43.53 0.07 0.03 -659.24 -129.27 -129.28 -129.29 -129.29 -129.30 -60.05 -60.05 -60.05 -60.06 -60.06 -60.07 -60.07 -60.08 51.73 51.72 51.72 51.71 51.71 -43.53 -43.54 0.06 0.05 0.05 0.04 0.02 0.02 0.01 0.06 0.06 0.05 0.04 0.03 0.03 0.02 0.01 0.00 96.03 96.02 96.02
-1659.78 3596.17 373.40 773.41 -237.37 -373.40 -773.41 -2518.34 504.51 -606.05 2518.34 -504.51 1882.36 -1009.46 510.00 3087.73 305.70 3660.20 -459.88 4065.02 -770.01 -1904.55 -6810.28 2418.24 -7163.24 -2996.24 4035.33 -3087.73 -305.68 -3654.03 -3660.20 459.90 -4515.44 -3047.85 -4925.08 -2876.53 602.91 -3113.57 -1883.72 -3608.50 -1896.10 423.06 -1800.05 -1519.80 -2226.60 364.94 279.66 514.61 -989.38 619.09 76.03 775.10 -3043.61 -6587.60 -2088.80 -330.31 -594.36 -252.83 -202.40 -579.55 -367.75 754.97 137.44 -258.77 -415.40 0.37 58.34 -0.08 -83.53 0.53 -770.03 1904.53 795.93 -2022.94 12.24 3421.30 -11179.47 5145.04 -15579.15 1198.51 1713.64 -2885.15 -300.88 -2144.50 417.43 -302.23 4146.99 796.19 263.07 180.24 2791.93 -1530.54 -540.30 -393.25 1067.79 -1635.53 4148.54 130.27 -1058.27 -869.55 4515.44 3047.87 3583.80 -1099.47 4879.06 -3583.80 1099.49 -2627.58 -1994.29 -3741.79 2627.58 1994.31 2876.53 -602.89 3315.73 3113.57 1883.74 2614.04 -430.75 3450.37 -2614.04 430.77 -2021.09 -1562.98 -2792.25 2021.09 1563.01 1896.10 -423.04 2359.76 1800.05 1519.83 1599.84 128.32 2048.13 -1599.84 -128.30 -2066.68 -941.04 -2208.74 -638.29 169.40 -76.03 -775.12 -502.78 616.46 1216.60 638.29 -169.42 883.18 -514.61 989.35 -616.46 -1216.62 -796.13 91.72 189.02 -364.94 -279.69 -192.32 -653.37 186.22 -91.72 -189.04 -524.45 252.85 202.38 211.53 527.89 461.52 -211.51 -527.91 -793.86 270.30 -999.20 92.88 328.32 -34.69 -343.30 104.95 -23.50 215.21 8.92 -325.12 -26.29 5.65 -115.69 -2.01 -251.89 6.57 -1.64 93.19 0.63 -129.38 -1.81 -0.21 7.67 0.22 -115.01 0.02 -0.24 -283.51 0.19 -85.91 -0.08 -0.14 -28.62 0.07 -3.94 -0.13 -137.44 258.80 -92.88 -328.29 -415.40 34.69 343.33 23.50 -215.18 104.95 -8.92 325.15 -5.65 115.72 -26.29 2.01 251.92 1.64 -93.16 6.57 -0.63 129.41 -0.37 -58.31 -1.81 0.08 83.57 0.21 -7.64 0.53 -0.22 115.04 0.24 283.54 0.02 -0.19 85.94 0.14 28.65 -0.08 -0.07 3.97 -0.00 0.03 -0.13 5620.66 -659.93 -2047.97 2247.09 2082.41 2047.96 -2247.08 1044.74 5105.22 1515.13 -1722.58 505.41 -4326.12 -419.98 -3015.75
17:07:07 03/17/10
806.29 -56.36 -175.46 -92.88 485.43 2240.03 -1559.01 -771.57 -660.69 -499.55 -4091.25 -791.86 894.95 -45.44 -55.94 -3743.76 -1486.12 1609.19 -912.31 1785.18 1173.74 -539.03 838.20 875.29 -682.05 686.73 992.86 -644.18 -426.35 737.07 -159.97 -63.82 -1.99 725.78 -256.03 -27.02 -198.23 -662.96 -65.26 -193.61 -666.28 -58.72 -125.33 231.12 795.16 286.34 128.23 136.95 718.89 206.68 7.22 925.11 1400.21 42.60
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
96.01 96.01 96.00 96.00 95.99 95.99 95.99 95.99 95.99 95.99 95.99 95.99 95.99 33.13 285.74 33.13 33.14 33.14 33.15 -0.94 -0.95 -1.17 -0.03 -0.01 285.73 96.00 96.00 96.01 96.01 96.02 33.14 33.14 33.14 33.15 33.15 33.15 33.15 33.16 -0.94 -0.94 -0.94 -0.94 -0.93 -1.16 -1.16 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -0.03 -0.03
-1342.39 1556.59 -699.81 5422.30 -829.54 2834.83 -457.99 -137.22 -1263.13 -3524.54 -528.54 -1124.49 347.05 -2119.03 -4356.70 13149.87 -990.29 2724.37 4356.69 -13149.87 5883.39 -16292.01 1835.26 -5276.68 -1207.70 -1443.50 -3903.37 -11645.26 -1032.07 -2643.00 -1207.71 1443.51 -2774.42 -523.55 -685.86 158.45 2774.41 523.56 2167.97 1960.37 596.03 299.55 -2167.97 -1960.37 -584.40 89.24 -548.00 -372.54 584.39 -89.24 -2241.97 -1399.65 -327.73 -294.38 2241.97 1399.65 1623.40 3596.63 509.67 658.79 -1623.40 -3596.63 425.26 -871.22 -221.09 -824.43 -425.26 871.22 -2349.66 -540.99 -581.57 69.21 2349.66 540.99 1692.74 1082.61 468.48 188.16 -3164.54 215.21 -3630.13 -439.24 -4093.17 -134.96 -202.12 2961.83 -6591.52 -972.24 -6419.88 1880.13 3503.43 4445.40 3164.54 -215.19 4004.78 2540.66 3630.13 439.26 4498.76 -3108.06 4896.92 -1607.71 2869.33 603.98 3122.54 -1896.01 3609.56 -778.33 1849.37 424.88 1920.19 -1527.26 2270.82 -664.09 465.48 -417.32 530.63 -1559.64 701.13 -1391.53 2271.59 1115.46 3944.36 -5377.49 4375.22 -2999.92 -359.78 -1.40 -307.50 -57.84 -663.18 -58.88 354.41 344.46 399.15 -337.16 1359.12 13.17 65.95 85.69 48.33 -53.89 206.12 57.34 -202.14 -2961.81 1382.99 851.64 557.94 -997.04 3903.38 11645.27 5883.39 16292.01 1369.25 3908.67 1263.12 3524.55 -347.06 2119.04 270.67 1667.52 699.80 -5422.30 457.98 137.23 422.46 -1928.47 4326.11 419.99 1342.38 -1556.58 2688.16 -539.00 -1044.76 -5105.21 1722.57 -505.40 391.56 -3241.12 -4498.76 3108.08 -3589.42 -1089.31 -4872.40 1216.12 3589.42 1089.33 2633.01 -1958.64 3748.45 -523.68 -2633.01 1958.66 -2869.33 -603.96 -3314.66 816.08 -3122.54 1896.04 -2622.89 -421.07 -3461.10 888.54 2622.89 421.09 1994.41 -1543.07 2781.51 -675.90 -1994.41 1543.10 -1849.37 -424.86 -2315.53 673.64 -1920.19 1527.29 -1766.77 -40.88 -2221.06 895.43 1766.77 40.91 1612.68 343.19 2035.81 231.38 -977.47 497.02 -2271.59 -1115.49 -2286.92 -435.32 653.94 644.12 977.47 -497.05 1148.30 103.52 -530.63 1559.61 -653.94 -644.15 -833.78 644.37 -430.34 1098.76 -465.48 417.29 -630.54 1067.11 253.30 -255.54 430.34 -1098.79 481.19 -953.27 307.52 57.86 151.17 -539.56 455.87 -478.74 -151.15 539.58 -494.16 6.96 -641.34 543.18 283.45 379.41 241.93 -307.94 947.58 128.92 209.25 286.08 174.40 -164.12 691.95 219.98 147.12 91.84 123.42 -101.13 487.95 -16.75 103.21 160.18 84.09 -98.01 337.82 112.12 31.70 72.00 16.70 32.74 87.28 188.92 8.29 -87.52 2.44 55.04 19.37 -58.59 0.39 27.48 -0.31 12.88 0.15 72.80 -399.15 337.19 -283.45 -379.38 -1231.14 -76.10 -241.93 307.97 -209.25 -286.05 -813.75 39.52
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 123.55 123.54 123.53 123.53 123.52 123.51 123.51 123.51 123.50 123.50 123.50 123.50 123.50 123.50 123.50 123.50 69.33 673.69 69.32 69.33 69.34 69.35 -63.17 -63.19 31.29 -0.06 -0.03 673.68 123.51 123.52 123.52 123.53 123.54 69.33 69.34 69.34 69.35 69.35 69.35 69.36 69.36 -63.18 -63.18 -63.18 -63.17 -63.17 31.30
-174.40 164.15 -147.12 -91.81 -579.89 130.46 -123.42 101.16 -103.21 -160.15 -408.76 -106.39 -84.09 98.05 -65.95 -85.65 -270.60 22.35 -48.33 53.93 -31.70 -71.97 -144.34 -32.55 -16.70 -32.71 -8.29 87.55 -45.07 98.91 -2.44 -55.00 -0.39 -27.45 -5.12 -148.72 0.31 -12.85 -0.00 0.03 0.55 -23.12 -6138.86 -567.01 2171.71 2176.88 -2312.34 938.35 -2171.70 -2176.87 -1775.33 5062.04 -1933.66 1413.45 1643.75 483.85 4787.88 -323.39 3206.67 80.00 1067.58 1545.26 -26.56 5334.08 422.86 2794.40 319.28 -116.35 1448.74 -3465.39 542.94 -1099.92 -802.42 -2150.05 3443.53 13147.24 652.29 2716.06 -3443.52 -13147.23 -5157.22 -16332.67 -1541.46 -5283.50 1405.91 -1437.76 3359.73 -11663.52 962.32 -2645.53 1405.92 1437.76 3628.79 -541.28 867.15 154.40 -3628.78 541.29 -2988.73 2011.22 -798.04 307.82 2988.73 -2011.22 613.44 120.08 717.20 -376.53 -613.43 -120.08 3262.23 -1534.89 523.71 -327.22 -3262.23 1534.89 -2940.49 3693.88 -817.86 689.44 2940.49 -3693.88 -166.52 -925.49 511.87 -852.39 166.52 925.49 3239.13 -517.19 713.76 85.57 -3239.12 517.19 -2545.41 1077.76 -670.38 184.84 3376.71 -126.74 4090.02 -1135.89 4498.03 -760.62 849.35 1890.04 6332.29 -2507.72 6786.53 -583.69 -3933.43 4748.25 -3376.71 126.76 -4390.48 2927.94 -4090.02 1135.90 -5285.45 -1962.16 -5647.87 -497.75 -3340.39 1357.98 -3691.10 -1045.78 -4235.84 188.07 -2249.94 967.68 -2163.82 -978.16 -2658.89 -6.31 421.74 165.84 604.35 -1079.28 722.23 -642.94 175.87 395.51 -2642.05 -6313.19 -1735.88 -4165.29 153.83 590.46 206.88 197.41 358.49 783.04 -162.70 441.25 59.84 -229.20 -185.53 382.45 0.17 83.56 0.01 -59.82 0.32 42.82 849.37 -1890.03 -1087.60 2039.08 -112.56 70.43 -3359.74 11663.53 -5157.22 16332.67 -1191.60 3916.91 -1448.73 3465.40 802.42 2150.06 -190.97 1659.21 26.57 -5334.08 -319.28 116.35 -106.81 -1903.90 -4787.87 323.40 -1067.57 -1545.25 -2776.82 -579.44 1775.34 -5062.03 -1643.74 -483.84 76.02 -3203.71 5285.45 1962.18 4181.89 -1987.38 5703.22 -15.18 -4181.89 1987.40 -3002.94 -1316.85 -4328.21 403.94 3002.94 1316.87 3340.39 -1357.96 3821.28 -24.75 3691.10 1045.80 3079.70 -1153.32 4078.80 -64.77 -3079.70 1153.34 -2366.24 -972.46 -3280.69 108.97 2366.24 972.48 2249.94 -967.66 2780.83 2.90 2163.82 978.19 1870.17 -289.69 2430.12 414.76 -1870.17 289.71 -2286.76 -748.64 -2504.18 -276.46 -734.46 302.64 -175.87 -395.53 -640.75 -65.39 696.08 1083.53 734.46 -302.66 1006.91 549.63 -604.35 1079.26 -696.08 -1083.56 -915.34 -3.03 61.85 276.77 -421.74 -165.87 -253.31 78.06 -524.49 306.92 -61.85 -276.80 -412.71 21.20 -206.90 -197.39 -140.86 -534.50 -345.62 -727.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P 31.31 140.84 534.52 427.04 -194.44 564.39 338.00 D537P -0.06 43.03 363.15 -16.10 -295.94 48.57 121.23 D538P -0.05 -10.83 263.54 4.20 -281.03 -11.96 -31.54 D539P -0.04 2.44 -79.43 -0.82 -222.10 2.92 -543.84 D540P -0.03 -0.80 121.68 0.31 -102.57 -0.87 34.46 D541P -0.02 -0.19 29.86 0.22 -94.30 0.05 -116.21 D542P -0.01 -0.25 -269.91 0.18 -79.43 -0.12 -630.08 D543P -0.01 -0.12 -23.66 0.06 -0.67 -0.11 -43.88 D544P -0.06 -59.84 229.23 -43.03 -363.12 -185.53 -241.48 D545P -0.05 16.10 295.97 10.83 -263.51 48.57 58.54 D546P -0.04 -4.19 281.06 -2.44 79.46 -11.96 650.23 D547P -0.04 0.82 222.13 0.80 -121.65 2.92 181.24 D548P -0.03 -0.31 102.60 -0.17 -83.53 -0.87 34.40 D549P -0.02 -0.01 59.85 0.19 -29.83 0.32 54.14 D550P -0.02 -0.22 94.33 0.25 269.95 0.06 657.01 D551P -0.01 -0.18 79.46 0.12 23.69 -0.12 186.04 D552P -0.00 -0.06 0.70 0.00 0.03 -0.11 1.32 D670P -96.74 -5000.70 487.86 1769.56 -2324.14 -1883.34 -1070.31 D671P -96.74 -1769.55 2324.12 -1301.84 -5478.66 -1504.68 -1545.42 D672P -96.73 1467.02 -449.84 4620.74 732.70 3035.22 141.03 D673P -96.73 1380.68 -1830.80 -510.09 -5193.05 353.63 -2853.09 D674P -96.72 -594.58 1115.86 4022.98 1110.67 1052.83 683.74 D675P -96.72 4516.62 -3344.24 5773.48 -15607.56 2541.42 -4680.67 D676P -96.72 -5773.47 15607.56 -5237.31 16362.78 -1973.39 5729.84 D677P -96.71 1331.52 1327.70 3178.93 11443.23 910.79 2578.82 D678P -96.71 1331.53 -1327.71 3536.40 720.68 838.42 -104.55 D679P -96.71 -3536.39 -720.68 -2899.39 -2188.84 -776.12 -350.87 D680P -96.71 2899.39 2188.84 610.13 -110.86 698.75 413.73 D681P -96.71 -610.12 110.85 3260.42 1672.84 524.01 352.67 D682P -96.71 -3260.42 -1672.84 -2969.17 -3717.34 -821.41 -710.73 D683P -96.70 2969.17 3717.33 -108.63 811.76 527.84 835.73 D684P -96.70 108.64 -811.76 3419.64 468.24 739.46 -72.00 D685P -96.70 -3419.64 -468.24 -2747.05 -988.22 -714.67 -168.79 D686P -50.14 -3263.26 -59.07 -4133.28 -1179.94 -4455.75 -746.39 D687P -298.13 486.06 -2958.16 8047.68 1004.10 8064.24 -1846.56 D688P -50.13 3186.13 3885.94 3263.26 59.09 3873.50 2369.39 D689P -50.14 4133.28 1179.96 5312.38 -1993.59 5690.16 -490.13 D690P -50.15 3341.73 1371.60 3700.69 -1064.44 4242.42 185.04 D691P -50.15 2193.83 971.08 2320.11 -970.33 2719.24 0.45 D692P -1.93 528.15 -326.58 621.39 -1468.88 809.13 -1263.77 D693P -1.93 2628.22 1228.45 4949.93 -6431.23 5334.04 -3662.09 D694P 0.63 604.67 16.06 416.87 68.96 1015.27 84.50 D695P 0.04 691.30 686.22 497.27 -470.74 2143.71 388.63 D696P 0.02 82.60 85.45 63.96 -53.85 264.33 56.99 D697P -298.12 486.08 2958.14 -1465.09 -833.55 -462.58 1003.85 D698P -96.71 -3178.94 -11443.24 -5237.32 -16362.79 -1177.51 -3890.30 D699P -96.72 -4022.97 -1110.67 -4516.61 3344.23 -2523.20 659.95 D700P -96.73 510.10 5193.04 594.59 -1115.86 403.09 1487.72 D701P -96.73 -4620.72 -732.71 -1380.67 1830.79 -2846.04 520.74 D702P -96.74 1301.85 5478.65 -1467.01 449.83 -95.41 3424.74 D703P -50.14 -5312.38 1993.61 -4174.56 -1972.21 -5715.02 12.89 D704P -50.14 4174.56 1972.23 2990.69 -1299.94 4316.41 404.99 D705P -50.14 -2990.69 1299.96 -3341.73 -1371.58 -3814.71 -43.15 D706P -50.15 -3700.69 1064.46 -3096.94 -1156.04 -4094.95 -55.17
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
243 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-50.15 3096.94 -50.15 -2322.20 -50.16 -2320.11 -50.16 2104.94 -1.93 -1128.37 -1.93 738.95 -1.93 -621.39 -1.94 -503.97 -1.94 416.28 0.62 -416.89 0.61 311.13 0.03 329.25 0.03 238.26 0.02 171.68 0.02 121.88 0.01 46.23 0.01 17.25 0.00 3.71 0.03 -497.27 0.03 -273.58 0.03 -202.83 0.02 -143.56 0.02 -101.74 0.01 -63.96 0.01 -29.85 0.01 -7.20 0.00 -1.73
1156.07 2322.20 971.01 -2193.83 970.35 -2104.94 513.55 1660.94 347.31 -2628.22 788.15 1128.37 1468.85 -738.95 1128.81 -528.15 -438.88 503.97 -68.98 -311.14 -528.23 974.03 304.82 273.58 303.92 202.83 87.62 143.56 161.09 101.74 72.15 29.85 -87.54 7.20 27.42 1.73 470.77 -329.25 279.59 -238.26 170.96 -171.68 99.51 -121.88 98.38 -82.60 53.88 -46.23 -32.65 -17.25 -55.04 -3.71 -12.88 0.00
-970.99 -971.06 -513.53 411.03 -1228.47 -347.34 -788.17 326.56 -1128.83 528.21 -3.57 -279.56 -170.92 -99.47 -98.35 32.68 55.08 12.91 -304.79 -303.89 -87.59 -161.06 -85.41 -72.12 87.57 -27.39 0.03
17:07:07 03/17/10
3264.54 111.49 -2720.50 -0.03 -2665.69 275.19 2268.60 556.98 -2644.15 -620.22 1314.35 310.27 -957.50 479.11 -726.48 1024.39 647.74 -1103.47 -723.56 456.41 1277.26 -528.53 1087.27 45.57 795.56 239.88 568.57 -21.38 403.32 113.16 137.23 189.07 44.09 -58.54 9.81 72.74 -1490.71 299.36 -923.15 -43.83 -675.48 150.36 -478.76 -111.02 -332.47 23.39 -198.74 -32.90 -84.95 99.06 -19.66 -148.67 -3.13 -23.18
Helman O. Mozo
Page
Job
244 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 7 "COMBO 2-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ----------------------------------------------------------------------------------------------D0Z93P 0.648 0 -0.007296 0.0000 0.0000 0.0000 0.648 -1.325 93.33 D1Z93P 0.6476 -0.003857 -0.02972 -0.0063 1.0341 0.1807 1.973 -1.329 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.0006117 -1000 107.7 0.0000 0.0000 0.0000 -3.523 -1007 116.2 D4Z13P 0.005202 210.6 -14.16 0.0000 0.0000 0.0000 0.005202 203.9 -0.8167 D5Z19P 0.0184 0.009677 0.01258 0.0193 0.1003 0.0282 -6.322 -6.331 18.75 D6Z26P 0.0368 -864 58.09 0.0000 0.0000 0.0000 -2.496 -869.8 84.38 D7Z31P 0.05716 249.9 -16.81 0.0000 0.0000 0.0000 0.05716 244.4 14.51 D8Z26P 0.03711 -0.002748 0.01748 0.0499 0.1966 0.0343 -5.796 -5.836 26.3 D9Z13P 0.008871 0.0017 0.009396 -0.1289 0.1186 0.0265 -6.694 -6.701 13.35 D10Z31P 0.0579 0.0009106 0.01941 -0.0899 0.2705 0.0485 -5.436 -5.493 31.34 D11Z36P 0.082 0.006914 0.02105 0.0140 0.2622 0.0517 -5.076 -5.151 36.34 D12Z45P 0.1212 -0.004686 0.02384 0.0233 0.3544 0.0609 -4.482 -4.608 44.6 D13Z45P 0.1211 -1000 89.65 0.0000 0.0000 0.0000 -2.262 -1005 134.2 D14Z50P 0.1608 168.5 -11.33 0.0000 0.0000 0.0000 0.1608 164.3 39.02 D15Z55P 0.2 0.007657 0.02399 0.0078 0.6819 0.0607 -3.683 -3.875 55.31 D16Z68P 0.3174 -0.01134 -0.03526 0.0198 0.3185 0.1624 3.349 -3.043 67.92 D17Z68P 0.3154 0.009726 0.02343 -0.0584 0.4324 0.1064 -2.716 -3.022 67.98 D18Z55P 0.2012 -0.008787 -0.03426 -0.0167 0.6737 0.1020 4.084 -3.892 55.25 D19Z75P 0.3957 -0.003863 -0.03538 -0.0240 0.7349 0.1513 2.93 -2.538 75.32 D20Z75P 0.3973 0.003898 0.02244 0.0633 0.5925 0.1018 -2.136 -2.53 75.38 D21Z81P 0.4709 -0.007845 -0.03382 -0.0314 0.7328 0.1670 2.603 -2.14 81.29 D22Z81P 0.4693 0.006892 0.02059 0.0063 0.7910 0.1038 -1.663 -2.126 81.35 D23Z86P 0.5326 0.003935 0.01897 0.0055 0.8161 0.1110 -1.294 -1.823 85.89 D24Z86P 0.5317 -0.003973 -0.03284 -0.0047 0.8322 0.1743 2.358 -1.831 85.84 D25Z90P 0.5877 -0.006906 -0.03121 -0.0200 0.8834 0.1798 2.164 -1.583 89.56 D26Z90P 0.587 0.006292 0.01718 0.0199 0.8544 0.1147 -0.9894 -1.57 89.61 D27Z93P 0.6477 0.003741 0.01531 0.0021 1.0390 0.1107 -0.6773 -1.321 93.35 D28Z50P 0.161 0.002292 0.02398 -0.0948 0.3776 0.0785 -4.054 -4.212 50.38 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.00317 1000 -107.7 0.0000 0.0000 0.0000 3.519 993 -99.07 D31Z19P 0.02102 -0.01264 -0.01657 -0.0215 0.0941 0.0425 6.361 -6.353 18.72 D32Z26P 0.03446 864 -58.1 0.0000 0.0000 0.0000 2.567 858.2 -31.82 D33Z26P 0.03453 0.004143 -0.02372 -0.0678 0.1827 0.0537 5.867 -5.829 26.26 D34Z13P 0.008442 -0.0014 -0.01262 0.1732 0.1628 0.0365 6.712 -6.705 13.33 D35Z31P 0.05726 -0.0007586 -0.02646 0.1168 0.3104 0.0711 5.552 -5.495 31.29 D36Z36P 0.08352 -0.008316 -0.02875 -0.0215 0.2616 0.0785 5.242 -5.166 36.29 D37Z45P 0.1192 0.006709 -0.03319 -0.0306 0.3496 0.0941 4.722 -4.596 44.54 D38Z45P 0.1191 1000 -89.66 0.0000 0.0000 0.0000 2.502 995.4 -45.09 D39Z50P 0.161 -0.002226 -0.03383 0.1191 0.4099 0.1156 4.376 -4.217 50.32 D40Z113P 1.065 0.0002706 0.02237 0.0143 1.3279 0.1338 -0.2604 -1.325 113.3 D41Z113P 1.065 -0.0004757 -0.0379 -0.0139 1.3251 0.2049 2.39 -1.325 113.2 D42Z110P 0.9886 0.0009544 0.02167 0.0103 1.2942 0.1299 -0.3364 -1.324 110 D43Z110P 0.9886 -0.001043 -0.03707 -0.0102 1.2945 0.2009 2.314 -1.326 109.9 D44Z107P 0.9147 0.001535 0.0208 0.0194 1.2566 0.1261 -0.4103 -1.323 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
245 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.9147 0.8432 0.8432 0.7745 0.7746 0.7098 0.7098 0.6786 0.7417 0.8084 0.8787 0.9513 1.026 1.103 0.6785 0.7415 0.8085 0.8785 0.9514 1.026 1.103 1.149 1.173 1.173 1.149 1.209 1.209 1.246 1.246 1.284 1.284 1.321 1.321 1.36 1.36 1.398 1.398 1.437 1.437 1.519 1.519 1.464 1.491 1.491 1.464 1.834 1.834 1.535 1.552 1.569 1.586 1.603 1.621 1.638
-0.001665 0.002174 -0.002308 0.002897 -0.003058 0.003534 -0.003708 0.00417 -0.004564 0.002912 -0.002749 0.001567 -0.001175 0.0002182 -0.004306 0.004201 -0.003096 0.002493 -0.001733 0.0009846 -0.0003492 3.121e-006 -0.0006919 0.0006832 -0.0001265 -0.0001653 0.0009821 -0.0003521 0.0007424 -0.0003496 0.0008844 -0.0005411 0.0007527 -0.0005386 0.0008499 -0.0006924 0.000731 0.0005937 -0.0006765 -0.001235 0.001042 0.0007249 -0.0008245 0.0006266 -0.0008548 0.0005608 -0.001366 0.001022 -0.0009587 0.0006263 -0.0007735 0.0003926 -0.0005824 0.000117
-0.03605 0.01976 -0.03482 0.0185 -0.03337 0.01703 -0.03168 0.01624 -0.03258 0.01919 -0.03549 0.02128 -0.03753 0.02268 -0.03078 0.01782 -0.03416 0.02033 -0.03661 0.02206 -0.03827 -0.02927 0.009023 -0.02481 0.01359 0.009313 -0.02517 0.009604 -0.02546 0.009819 -0.02574 0.01003 -0.02595 0.01019 -0.02615 0.01034 -0.0263 -0.02645 0.01045 0.002091 -0.01816 -0.02372 0.004917 -0.02095 0.007721 0.003102 -0.01934 -0.01836 0.002409 -0.01867 0.002653 -0.01891 0.002828 -0.01907
-0.0216 0.0057 -0.0039 0.0280 -0.0324 -0.0049 0.0106 0.0061 -0.0114 0.0103 -0.0103 0.0077 -0.0087 0.0105 -0.0049 0.0107 -0.0104 0.0103 -0.0082 0.0116 -0.0213 -0.0926 0.0283 -0.0608 0.0711 -0.0196 0.0132 0.0098 -0.0001 0.0022 -0.0007 0.0045 0.0017 0.0027 -0.0020 0.0030 0.0091 -0.0039 0.0019 -0.0040 -0.0216 -0.0305 0.0368 -0.0425 0.0225 -0.0099 0.0141 0.0191 -0.0066 0.0124 -0.0080 0.0141 -0.0086 0.0138
17:07:07 03/17/10
1.2552 1.2100 1.2115 1.1570 1.1534 1.0818 1.0874 1.0745 1.1163 1.1856 1.2343 1.2754 1.3127 1.3267 1.0766 1.1166 1.1856 1.2343 1.2759 1.3126 1.3371 1.3441 1.4132 1.4184 1.3345 1.4881 1.4944 1.5047 1.5016 1.5165 1.5162 1.5395 1.5388 1.5515 1.5519 1.5588 1.5566 1.5614 1.5662 1.6756 1.6845 1.5728 1.5882 1.5908 1.5508 1.8369 1.8371 1.7183 1.7403 1.7609 1.7807 1.7986 1.8057 1.8104
0.1968 0.1222 0.1928 0.1184 0.1888 0.1145 0.1847 0.1126 0.1867 0.1203 0.1948 0.1280 0.2029 0.1357 0.1827 0.1165 0.1908 0.1242 0.1989 0.1318 0.2070 0.2211 0.1351 0.2275 0.1355 0.1351 0.2256 0.1352 0.2236 0.1353 0.2217 0.1354 0.2198 0.1355 0.2178 0.1356 0.2159 0.2140 0.1357 0.1249 0.2291 0.2200 0.1299 0.2270 0.1354 0.1248 0.2290 0.2291 0.1249 0.2291 0.1249 0.2291 0.1249 0.2290
2.24 -0.4818 2.168 -0.5505 2.1 -0.6152 2.035 -0.6464 2.067 -0.5166 2.204 -0.3737 2.351 -0.2219 2.004 -0.5835 2.133 -0.4465 2.276 -0.2987 2.428 2.051 0.4828 1.863 0.2475 0.519 1.899 0.5562 1.936 0.5936 1.974 0.6315 2.011 0.6699 2.05 0.7084 2.088 2.127 0.7472 1.169 1.869 2.04 1.027 1.954 0.887 1.484 2.184 1.885 1.202 1.919 1.236 1.953 1.271 1.988
-1.327 -1.323 -1.327 -1.322 -1.328 -1.321 -1.329 -1.321 -1.33 -1.322 -1.328 -1.323 -1.326 -1.325 -1.329 -1.321 -1.328 -1.323 -1.327 -1.324 -1.325 -0.9017 -0.6907 -0.6893 -0.9018 -0.6902 -0.689 -0.6904 -0.6893 -0.6903 -0.6891 -0.6905 -0.6892 -0.6905 -0.6892 -0.6907 -0.6893 -0.6894 -0.6907 -0.3512 -0.349 -0.5759 -0.4642 -0.4627 -0.5775 -0.3494 -0.3514 -0.349 -0.351 -0.3494 -0.3508 -0.3496 -0.3506 -0.3499
106.6 103.3 103.3 100 99.95 96.68 96.63 95.02 98.29 101.7 104.9 108.3 111.6 114.9 94.97 98.34 101.6 105 108.2 111.6 114.9 116.9 118 117.9 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.6 134.2 134.8
Helman O. Mozo
Page
Job
246 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 1.656 -0.0003918 0.002952 -0.0088 1.8211 0.1248 D100Z136P 1.673 -0.0001494 -0.0192 0.0139 1.8299 0.2290 D101Z136P 1.691 -0.0002013 0.003037 -0.0089 1.8363 0.1248 D102Z137P 1.709 -0.0004188 -0.01928 0.0139 1.8412 0.2290 D103Z138P 1.727 -1.078e-005 0.003086 -0.0090 1.8454 0.1248 D104Z138P 1.745 -0.000688 -0.01932 0.0139 1.8486 0.2290 D105Z139P 1.762 0.0001799 0.003101 -0.0095 1.8426 0.1248 D106Z139P 1.78 -0.0009586 -0.01933 0.0140 1.8360 0.2290 D107Z140P 1.798 0.0003704 0.003103 -0.0098 1.8368 0.1248 D108Z140P 1.816 -0.00123 -0.01934 0.0140 1.8371 0.2290 D109Z92P 0.6185 0.004736 0.01627 0.0660 0.9373 0.1099 D111Z88P 0.5619 0.005486 0.01798 -0.0440 0.8471 0.1161 D113Z84P 0.5039 0.005462 0.01967 0.0673 0.7975 0.1040 D115Z79P 0.4343 0.005068 0.02161 -0.0476 0.7044 0.1080 D117Z72P 0.3626 0.009967 0.02248 0.0903 0.6866 0.0871 D119Z62P 0.2957 0.002941 0.02198 -0.0067 0.4135 0.0934 D121Z9P -0.003132 0.009056 -0.009391 0.0259 0.0677 0.0203 D122Z9P -0.0005707 -0.006463 0.006964 -0.0247 0.0669 0.0138 D123Z132P 1.552 0.0007882 -0.01851 0.0227 1.7378 0.2291 D124Z133P 1.586 0.0005186 -0.01879 0.0115 1.7800 0.2291 D125Z134P 1.621 0.0002527 -0.01899 0.0144 1.8055 0.2290 D126Z135P 1.656 -1.558e-005 -0.01914 0.0137 1.8222 0.2290 D127Z136P 1.691 -0.0002843 -0.01924 0.0139 1.8363 0.2290 D128Z138P 1.727 -0.0005533 -0.0193 0.0139 1.8443 0.2290 D129Z139P 1.762 -0.0008231 -0.01933 0.0140 1.8425 0.2290 D130Z140P 1.798 -0.001094 -0.01934 0.0140 1.8379 0.2290 D131Z92P 0.619 -0.005081 -0.0305 -0.0837 0.9197 0.1786 D132Z88P 0.5614 -0.005729 -0.03198 0.0509 0.8808 0.1801 D133Z84P 0.5028 -0.005447 -0.03337 -0.0831 0.7724 0.1674 D134Z79P 0.4369 -0.006296 -0.03449 0.0497 0.7269 0.1655 D135Z72P 0.3544 -0.007954 -0.03566 -0.1059 0.6719 0.1410 D136Z62P 0.2958 -0.002856 -0.03335 0.0224 0.4610 0.1380 D137Z93P 605.6 -0.004226 -0.03073 0.0000 0.0000 0.0000 D138Z93P 0.6389 -0.004593 -0.03026 -0.0107 1.0539 -0.1072 D139Z9P 1000 0.009064 107.6 0.0000 0.0000 0.0000 D140Z13P 1000 8.965e-005 83.14 0.0000 0.0000 0.0000 D141Z26P 864 0.004196 58.06 0.0000 0.0000 0.0000 D142Z31P 1000 -0.0007565 99.35 0.0000 0.0000 0.0000 D143Z45P 1000 0.006722 89.61 0.0000 0.0000 0.0000 D144Z50P 1000 -0.002102 85.62 0.0000 0.0000 0.0000 D145Z68P 0.3081 0.004555 -0.03547 -0.0084 0.2932 -0.1100 D146Z55P 0.194 0.003829 -0.03415 0.0169 0.6756 -0.0585 D147Z75P 0.3869 -0.003733 -0.03576 0.0255 0.7231 -0.0929 D148Z81P 0.4614 -0.0001627 -0.03435 0.0226 0.7615 -0.1018 D149Z86P 0.5233 -0.004223 -0.03333 0.0038 0.8247 -0.1075 D150Z90P 0.5788 -0.001435 -0.03175 0.0251 0.8532 -0.1112 D151Z9P 1000 -0.008558 107.6 0.0000 0.0000 0.0000 D152Z9P -0.002146 -0.008551 -0.009 -0.0264 0.0704 -0.0134 D153Z0P 0 0 0 0.0000 0.0000 0.0000 D154Z19P 0.0207 0.01231 -0.016 0.0249 0.0816 -0.0284 D155Z26P 864 -0.005065 58.06 0.0000 0.0000 0.0000 D156Z26P 0.03285 -0.005013 -0.02316 0.0721 0.1721 -0.0335 D157Z13P 0.009158 0.001575 -0.01211 -0.1681 0.1539 -0.0263 D158Z31P 0.05482 -0.0007554 -0.02592 -0.1103 0.3009 -0.0467
17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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Page
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248 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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17:07:07 03/17/10
1.7865 1.8060 1.8173 1.8246 1.8121 1.8132 1.7143 1.7561 1.7819 1.7984 1.8124 1.8204 1.8189 1.8141 0.9330 0.8606 0.7940 0.6996 0.6994 0.4349 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7138 1.7606 1.7969 1.8122 1.8300 1.8411 1.8468 1.8378 1.8373
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1.288 0.3495 1.323 0.3497 1.358 0.3499 1.394 0.3501 1.429 0.3503 1.464 0.3505 1.203 0.349 1.237 0.3492 1.271 0.3494 1.306 0.3496 1.341 0.3498 1.376 0.35 1.411 0.3502 1.446 0.3504 -0.8301 1.443 -1.139 1.695 -1.473 1.97 -1.889 2.318 -2.415 2.76 -3.115 3.407 604.3 0.004059 993 3.528 993.3 -9.849e-005 858.2 2.537 994.5 0.0007847 995.4 2.391 995.8 0.002109 993 -3.529 858.2 -2.536 995.4 -2.388 1.185 -0.351 1.219 -0.3508 1.253 -0.3506 1.288 -0.3505 1.323 -0.3503 1.359 -0.3501 1.395 -0.3499 1.43 -0.3497 1.466 -0.3495
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.64 87.89 83.8 78.62 72.01 62.42 93.35 -99.06 -98.12 -31.79 -101.6 -45.04 -57.93 -99.06 -31.78 -45.04 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "COMBO 2-1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D2Z0P -114.56 0.0 -89.75 0.0 -1002.65 0.0 0.0 1013.15 0.0 -2.07 0.0 0.5 0.0 0.01 0.0 0.0 D29Z0P -149.64 0.0 122.52 0.0 1336.47 0.0 0.0 1350.40 0.0 2.67 0.0 1.1 0.0 -0.03 0.0 0.0 D153Z0P -147.05 0.0 -119.96 0.0 1298.65 0.0 0.0 1312.45 0.0 -2.59 0.0 0.9 0.0 -0.02 0.0 0.0 D228Z0P -113.06 0.0 87.19 0.0 -964.36 0.0 0.0 974.87 0.0 2.00 0.0 0.2 0.0 0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-1":
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------------D0Z93P 0.6056 0.0000 -0.9563 -0.6050 -0.0000 0.9563 0.6480 0.0000 -0.0073 D1Z93P 1.2782 0.0000 -1.9526 -1.2775 -0.0000 1.9526 0.6476 -0.0039 -0.0297 D2Z0P 1.7632 0.0000 -2.9973 112.7972 89.7511 1005.6454 0.0000 0.0000 0.0000 D3Z9P 3.2170 0.0000 -6.1434 -3.2170 -1.6013 6.2511 -0.0006 -1000.0000 107.6580 D4Z13P 1.4538 0.0000 -3.1461 -1.4538 0.2106 3.1320 0.0052 210.5652 -14.1567 D5Z19P 9.7016 0.0000 -9.8227 -9.7016 0.0000 9.8227 0.0184 0.0097 0.0126 D6Z26P 1.7359 0.0000 -3.7345 -1.7358 -0.8640 3.7925 0.0368 -864.0133 58.0944 D7Z31P 1.7359 0.0000 -3.7345 -1.7358 0.2499 3.7176 0.0572 249.9407 -16.8067 D8Z26P 8.3408 0.0000 -6.6766 -8.3407 -0.0000 6.6766 0.0371 -0.0027 0.0175 D9Z13P 3.1319 0.0000 -4.6437 -3.1319 0.0000 4.6437 0.0089 0.0017 0.0094 D10Z31P 12.2993 0.0000 -8.5345 -12.2993 0.0000 8.5345 0.0579 0.0009 0.0194 D11Z36P 4.4216 0.0000 -6.7415 -4.4215 0.0000 6.7415 0.0820 0.0069 0.0211 D12Z45P 2.6788 0.0000 -5.1050 -2.6787 -0.0000 5.1051 0.1212 -0.0047 0.0238 D13Z45P 2.6788 0.0000 -5.1050 -2.6787 -1.3333 5.1947 0.1211 -1000.0000 89.6512 D14Z50P 1.4491 0.0000 -2.5180 -1.4490 0.1685 2.5067 0.1608 168.5265 -11.3346 D15Z55P 4.1793 0.0000 -6.6717 -4.1791 0.0000 6.6717 0.2000 0.0077 0.0240 D16Z68P 10.2104 0.0000 -6.8162 -10.2101 -0.0000 6.8162 0.3174 -0.0113 -0.0353 D17Z68P 10.2104 0.0000 -6.8162 -10.2101 0.0000 6.8162 0.3154 0.0097 0.0234 D18Z55P 9.9119 0.0000 -7.1277 -9.9117 -0.0000 7.1277 0.2012 -0.0088 -0.0343 D19Z75P 2.6324 0.0000 -3.7979 -2.6320 -0.0000 3.7979 0.3957 -0.0039 -0.0354 D20Z75P 8.7491 0.0000 -4.2539 -8.7487 0.0000 4.2539 0.3973 0.0039 0.0224 D21Z81P 2.0041 0.0000 -2.8153 -2.0036 -0.0000 2.8153 0.4709 -0.0078 -0.0338 D22Z81P 2.0041 0.0000 -2.8153 -2.0036 0.0000 2.8154 0.4693 0.0069 0.0206 D23Z86P 1.5665 0.0000 -2.2294 -1.5660 0.0000 2.2295 0.5326 0.0039 0.0190 D24Z86P 1.5665 0.0000 -2.2294 -1.5660 -0.0000 2.2294 0.5317 -0.0040 -0.0328 D25Z90P 1.3723 0.0000 -2.0018 -1.3718 -0.0000 2.0018 0.5877 -0.0069 -0.0312 D26Z90P 1.3723 0.0000 -2.0018 -1.3718 0.0000 2.0019 0.5870 0.0063 0.0172 D27Z93P 1.2782 0.0000 -1.9526 -1.2775 0.0000 1.9526 0.6477 0.0037 0.0153 D28Z50P 1.4491 0.0000 -2.5180 -1.4490 0.0000 2.5180 0.1610 0.0023 0.0240 D29Z0P 1.7632 0.0000 -2.9973 147.8752 -122.5243 -1333.4773 0.0000 0.0000 0.0000 D30Z9P 3.2170 0.0000 -6.1434 -3.2170 1.6013 6.0358 -0.0032 1000.0000 -107.6600 D31Z19P 3.1897 0.0000 -6.8806 -3.1897 -0.0000 6.8806 0.0210 -0.0126 -0.0166 D32Z26P 1.7359 0.0000 -3.7345 -1.7358 0.8640 3.6763 0.0345 864.0151 -58.1015 D33Z26P 1.7359 0.0000 -3.7345 -1.7358 0.0000 3.7344 0.0345 0.0041 -0.0237 D34Z13P 1.4538 0.0000 -3.1461 -1.4538 -0.0000 3.1461 0.0084 -0.0014 -0.0126 D35Z31P 1.7359 0.0000 -3.7345 -1.7358 -0.0000 3.7344 0.0573 -0.0008 -0.0265 D36Z36P 2.9656 0.0000 -6.3215 -2.9655 -0.0000 6.3214 0.0835 -0.0083 -0.0287 D37Z45P 2.6788 0.0000 -5.1050 -2.6787 0.0000 5.1050 0.1192 0.0067 -0.0332 D38Z45P 2.6788 0.0000 -5.1050 -2.6787 1.3333 5.0154 0.1191 1000.0000 -89.6607 D39Z50P 1.4491 0.0000 -2.5180 -1.4490 -0.0000 2.5180 0.1610 -0.0022 -0.0338 D40Z113P 0.6787 0.0000 -1.0386 -0.6776 0.0000 1.0386 1.0646 0.0003 0.0224 D41Z113P 0.6787 0.0000 -1.0386 -0.6776 -0.0000 1.0385 1.0646 -0.0005 -0.0379 D42Z110P 0.6745 0.0000 -1.0386 -0.6735 0.0000 1.0386 0.9886 0.0010 0.0217 D43Z110P 0.6745 0.0000 -1.0386 -0.6735 -0.0000 1.0385 0.9886 -0.0010 -0.0371 D44Z107P 0.6963 0.0000 -1.1014 -0.6953 0.0000 1.1015 0.9147 0.0015 0.0208 D45Z107P 0.6963 0.0000 -1.1014 -0.6953 -0.0000 1.1014 0.9147 -0.0017 -0.0360 D46Z103P 0.6916 0.0000 -1.1014 -0.6908 0.0000 1.1015 0.8432 0.0022 0.0198 D47Z103P 0.6916 0.0000 -1.1014 -0.6908 -0.0000 1.1014 0.8432 -0.0023 -0.0348 D48Z100P 0.6611 0.0000 -1.0386 -0.6603 0.0000 1.0386 0.7745 0.0029 0.0185 D49Z100P 0.6611 0.0000 -1.0386 -0.6603 -0.0000 1.0385 0.7746 -0.0031 -0.0334
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
251 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.6056 0.6056 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822 0.6035 0.8886 0.8886 0.6035 0.5708 0.5708 3.6161 3.6161 0.5736 0.5736 0.5669 0.5669 3.6264 3.6264 0.5615 0.5615 0.5244 0.5244 0.3342 0.3342 0.2434 0.2434 0.2434 0.2434 0.0977 0.0977 0.0908 0.1818 0.0910 0.1821 0.0911 3.0405 0.0913 0.1827 0.0914 0.1830 0.0916 0.1834
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.9563 -0.9563 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9563 -1.9948 -2.1400 -3.7869 -2.1400 -2.0771 -2.0129 -0.9743 -1.5731 -1.5731 -0.9743 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441 -0.3968 -0.3968 -0.2811 -0.2811 -0.2811 -0.2811 -0.1239 -0.1239 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -0.2314
-0.6049 -0.6049 -0.6050 -1.2660 -1.3519 -3.1963 -1.3698 -1.3521 -1.2811 -0.6050 -1.2660 -1.3519 -3.1963 -1.3698 -1.3521 -1.2811 -0.6024 -0.8874 -0.8874 -0.6024 -0.5696 -0.5696 -3.6149 -3.6149 -0.5723 -0.5723 -0.5656 -0.5656 -3.6250 -3.6250 -0.5601 -0.5601 -0.5230 -0.5230 -0.3327 -0.3327 -0.2419 -0.2419 -0.2419 -0.2419 -0.0959 -0.0959 -0.0893 -0.1802 -0.0894 -0.1805 -0.0895 -3.0389 -0.0896 -0.1811 -0.0898 -0.1814 -0.0899 -0.1816
17:07:07 03/17/10
0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
0.9563 0.9562 0.9563 1.9948 2.1400 3.7869 2.1400 2.0771 2.0129 0.9562 1.9948 2.1400 3.7869 2.1400 2.0771 2.0128 0.9743 1.5731 1.5730 0.9743 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4940 1.1261 1.1260 0.8441 0.8442 0.3968 0.3968 0.2811 0.2811 0.2811 0.2811 0.1239 0.1238 0.1157 0.2314 0.1157 0.2314 0.1157 1.4698 0.1157 0.2314 0.1157 0.2314 0.1157 0.2314
0.7098 0.7098 0.6786 0.7417 0.8084 0.8787 0.9513 1.0264 1.1031 0.6785 0.7415 0.8085 0.8785 0.9514 1.0263 1.1032 1.1492 1.1728 1.1727 1.1491 1.2090 1.2091 1.2462 1.2462 1.2836 1.2836 1.3215 1.3215 1.3599 1.3598 1.3984 1.3984 1.4370 1.4372 1.5186 1.5185 1.4637 1.4908 1.4908 1.4637 1.8335 1.8335 1.5350 1.5517 1.5687 1.5858 1.6031 1.6205 1.6380 1.6556 1.6733 1.6910 1.7088 1.7267
0.0035 -0.0037 0.0042 -0.0046 0.0029 -0.0027 0.0016 -0.0012 0.0002 -0.0043 0.0042 -0.0031 0.0025 -0.0017 0.0010 -0.0003 0.0000 -0.0007 0.0007 -0.0001 -0.0002 0.0010 -0.0004 0.0007 -0.0003 0.0009 -0.0005 0.0008 -0.0005 0.0008 -0.0007 0.0007 0.0006 -0.0007 -0.0012 0.0010 0.0007 -0.0008 0.0006 -0.0009 0.0006 -0.0014 0.0010 -0.0010 0.0006 -0.0008 0.0004 -0.0006 0.0001 -0.0004 -0.0001 -0.0002 -0.0004 -0.0000
0.0170 -0.0317 0.0162 -0.0326 0.0192 -0.0355 0.0213 -0.0375 0.0227 -0.0308 0.0178 -0.0342 0.0203 -0.0366 0.0221 -0.0383 -0.0293 0.0090 -0.0248 0.0136 0.0093 -0.0252 0.0096 -0.0255 0.0098 -0.0257 0.0100 -0.0259 0.0102 -0.0262 0.0103 -0.0263 -0.0265 0.0105 0.0021 -0.0182 -0.0237 0.0049 -0.0210 0.0077 0.0031 -0.0193 -0.0184 0.0024 -0.0187 0.0027 -0.0189 0.0028 -0.0191 0.0030 -0.0192 0.0030 -0.0193 0.0031
Helman O. Mozo
Page
Job
252 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.0918 3.0614 0.0919 0.1897 0.0977 0.6725 4.6444 4.7718 1.1374 7.5531 8.6094 3.2170 3.2170 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 0.6998 0.8667 1.1374 1.4950 8.6094 0.6056 1.2782 3.2170 1.4538 1.7359 1.7359 2.6788 1.4491 10.2104 4.1793 2.6324 2.0041 1.5665 1.3723 3.2170 8.7790 1.7632 3.1897 1.7359 1.7359 1.4538 2.8017 2.9656 2.6788 2.6788 2.6125 0.6787
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1157 -0.0900 -1.4698 -3.0596 -0.1157 -0.0901 -0.2396 -0.1879 -0.1239 -0.0959 -0.9964 -0.6719 -1.4615 -4.6439 -1.6800 -4.7713 -1.5914 -1.1370 -2.6625 -7.5528 -4.6097 -8.6091 -6.1434 -3.2170 -6.1434 -3.2170 -0.2314 -0.1802 -0.2314 -0.1805 -1.4698 -3.0389 -0.2314 -0.1811 -0.2314 -0.1814 -0.2314 -0.1816 -1.4698 -3.0596 -0.2396 -0.1879 -0.9964 -0.6719 -1.0055 -0.6993 -1.2240 -0.8662 -1.5914 -1.1370 -2.2065 -1.4946 -4.6097 -8.6091 -0.9563 -0.0000 -1.9526 -1.2775 -6.1434 -1.6158 -3.1461 -0.2171 -3.7345 -0.8718 -3.7345 -0.2578 -5.1050 -1.3454 -2.5180 -0.1750 -6.8162 -10.2101 -6.6717 -4.1791 -3.7979 -2.6320 -2.8153 -2.0036 -2.2294 -1.5660 -2.0018 -1.3718 -6.1434 -1.6158 -6.5994 -8.7790 -2.9973 145.2861 -6.8806 -3.1897 -3.7345 -0.8718 -3.7345 -1.7358 -3.1461 -1.4538 -3.9145 -2.8016 -6.3215 -2.9655 -5.1050 -2.6787 -5.1050 -1.3454 -2.6980 -2.6124 -1.0386 -0.6776
17:07:07 03/17/10
-0.0000 0.1157 1.7445 0.0000 1.4698 1.7624 -0.0000 0.1157 1.7802 0.0000 0.2396 1.7980 -0.0000 0.1238 1.8158 0.0000 0.9964 0.6185 0.0000 1.4615 0.5619 0.0000 1.6800 0.5039 0.0000 1.5914 0.4343 0.0000 2.6625 0.3626 0.0000 4.6097 0.2957 0.0000 6.1434 -0.0031 -0.0000 6.1434 -0.0006 0.0000 0.2314 1.5517 0.0000 0.2314 1.5858 0.0000 1.4698 1.6206 -0.0000 0.2314 1.6556 -0.0000 0.2314 1.6910 -0.0000 0.2314 1.7267 -0.0000 1.4698 1.7624 -0.0000 0.2395 1.7980 -0.0000 0.9963 0.6190 -0.0000 1.0054 0.5614 -0.0000 1.2239 0.5028 -0.0000 1.5913 0.4369 -0.0000 2.2065 0.3544 -0.0000 4.6097 0.2958 -0.0000 0.9562 605.6455 -0.0000 1.9526 0.6389 0.0000 6.2511 1000.0000 0.0000 3.2293 1000.0000 0.0000 3.7925 864.0454 -0.0000 3.8338 1000.0000 0.0000 5.1946 1000.0000 -0.0000 2.6036 1000.0000 0.0000 6.8162 0.3081 0.0000 6.6717 0.1940 -0.0000 3.7979 0.3869 -0.0000 2.8153 0.4614 -0.0000 2.2294 0.5233 -0.0000 2.0018 0.5788 -0.0000 6.2511 1000.0000 -0.0000 6.5994 -0.0021 119.9650 -1295.6570 0.0000 0.0000 6.8806 0.0207 -0.0000 3.7925 864.0442 -0.0000 3.7344 0.0329 0.0000 3.1461 0.0092 -0.0000 3.9144 0.0548 0.0000 6.3214 0.0803 -0.0000 5.1050 0.1138 -0.0000 5.1946 1000.0000 -0.0000 2.6980 0.1547 -0.0000 1.0385 1.0636
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
0.6745 0.6963 0.6916 0.6611 0.6056 1.2668 3.1972 1.3532 0.6056 1.3527 1.3707 1.2822 0.6035 0.8886 0.5708 3.6161 0.5736 0.5669 3.6264 0.5615 0.5244 0.3342 0.2434 0.2434 0.0977 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.4950 8.6094 0.6056 1.2782 3.2170 1.4538 1.7359 1.7359
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
2.6788 1.4491 10.2104 4.1793 2.6324 2.0041 1.5665 1.3723 3.2170 10.5088 1.7632 7.6875 1.7359 6.2979 3.1319 8.4893 2.9656 2.6788 2.6788 1.4491 0.6787 0.6745 0.6963 0.6916 0.6611 0.6056 1.2668 3.1972 1.3532 0.6056 1.3527 1.3707 1.2822 0.6035 0.8886 0.5708 3.6161 0.5736 0.5669 3.6264 0.5615 0.5244 0.3342 0.2434 0.2434 0.0977 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.4950 8.6094 0.6056 3.2170 1.4538 1.7359 1.7359 2.6788 1.4491 3.2170 1.7359 2.6788 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
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-0.0959 -0.1802 -0.1805 -3.0389 -0.1811 -0.1814 -0.1816 -3.0596 -0.1879 -0.6719 -4.6439 -4.7713 -1.1370 -1.4946 -8.6091 -0.0000 -1.6158 0.2040 -0.8718 0.2421 -1.3454 0.1620 -1.6158 -0.8718 -1.3454 -0.0893 -0.0894 -0.0895 -0.0896 -0.0898 -0.0899 -0.0900 -0.0901 -0.0959
17:07:07 03/17/10
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0.1239 0.2314 0.2314 1.4698 0.2314 0.2314 0.2314 1.4698 0.2396 0.9964 1.4615 1.6800 1.5914 2.2065 4.6097 0.9563 6.0358 3.0347 3.6764 3.6015 5.0154 2.4097 6.0358 3.6764 5.0154 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ---------------------------------------------------------------------D127P 134.84 -5525.64 -766.25 1551.68 1863.87 -2316.31 639.77 D128P 134.84 -1551.67 -1863.86 -2403.49 4139.57 -1937.64 1114.88 D129P 134.83 92.45 -1055.39 3381.67 -1526.31 1732.12 -1287.18 D130P 134.82 -765.18 -392.49 -1073.66 4140.47 -746.94 1522.43 D131P 134.82 663.29 262.79 1940.13 -2876.75 799.48 -802.72 D132P 134.81 -771.73 -2142.92 2788.21 12427.36 498.03 2540.03 D133P 134.81 -2788.20 -12427.36 -4435.52 -15569.33 -1294.66 -5017.67 D134P 134.80 1259.74 -1252.46 2897.71 -11175.11 839.51 -2509.49 D135P 134.80 1259.75 1252.47 3548.75 -693.57 828.18 96.26 D136P 134.80 -3548.74 693.58 -2946.85 2095.61 -783.34 336.36 D137P 134.79 2946.86 -2095.61 589.78 61.30 704.15 -405.03 D138P 134.79 -589.77 -61.30 3318.67 -1494.35 539.55 -307.58 D139P 134.79 -3318.66 1494.35 -2965.17 3645.93 -828.56 677.78
1.8139 1.5533 1.5869 1.6212 1.6558 1.6908 1.7260 1.7612 1.7963 0.6097 0.5531 0.4946 0.4268 0.3450 0.2900 605.6455 1000.0000 1000.0000 864.0458 1000.0000 1000.0000 1000.0000 1000.0000 864.0473 1000.0000 1.5350 1.5687 1.6031 1.6381 1.6733 1.7088 1.7445 1.7802 1.8158
0.0005 -0.0010 -0.0008 -0.0006 -0.0004 -0.0002 -0.0000 0.0002 0.0004 0.0035 0.0023 0.0024 0.0018 -0.0006 0.0023 0.0041 0.0059 -0.0001 0.0038 0.0008 0.0081 0.0021 -0.0065 -0.0028 -0.0047 -0.0010 -0.0008 -0.0006 -0.0005 -0.0003 -0.0001 0.0001 0.0003 0.0005
0.0030 0.0023 0.0025 0.0027 0.0028 0.0029 0.0030 0.0030 0.0030 0.0168 0.0185 0.0202 0.0219 0.0236 0.0219 0.0161 -107.6513 -111.4574 -58.0702 -132.9636 -89.6164 -108.2882 -107.6510 -58.0700 -89.6164 0.0022 0.0025 0.0027 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
134.79 134.79 134.79 61.72 699.70 61.71 61.72 61.73 61.75 -53.27 -53.29 45.88 -0.07 -0.03 699.69 134.80 134.81 134.82 134.83 134.84 61.72 61.73 61.73 61.74 61.74 61.74 61.75 61.76 -53.29 -53.28 -53.28 -53.27 -53.27 45.89 45.90 -0.06 -0.06 -0.05 -0.04 -0.02 -0.02 -0.01 -0.07 -0.06 -0.05 -0.04 -0.04 -0.03 -0.02 -0.01 -0.00 -95.45 -95.44 -95.44
2965.17 111.97 -3327.97 -3283.56 956.23 3358.80 4124.61 3344.06 2250.95 -422.88 -117.78 359.62 386.49 -0.39 956.25 -2897.72 -1940.12 1073.67 -3381.66 2403.50 -5312.76 4177.97 -2990.61 -3692.23 3083.31 -2360.35 -2167.43 1886.18 730.77 -704.72 594.16 -91.32 691.39 -282.59 252.18 -97.66 24.71 -5.95 1.69 0.24 0.23 0.12 144.42 -36.47 9.38 -2.13 0.65 -0.07 0.24 0.18 0.06 -6164.34 -2162.49 1638.89
-3645.93 818.08 573.26 19.86 1878.22 -4455.65 -1149.94 -1352.41 -957.55 -182.40 -367.75 618.74 -794.67 -83.60 -1878.21 11175.12 2876.76 -4140.46 1526.32 -4139.56 -1881.01 -2004.97 -1364.49 -1028.43 -1168.47 -996.79 -947.44 -344.86 -329.43 -1099.35 -1098.11 -277.37 -182.78 -206.70 525.45 -376.72 -260.96 78.83 -121.54 -29.86 269.91 23.66 -190.50 -296.95 -281.08 -222.12 -102.61 -59.85 -94.33 -79.46 -0.70 746.35 2285.62 -514.69
-111.97 3327.97 -2641.11 -4124.61 7305.19 3283.56 5312.76 3692.23 2167.43 -594.16 3288.70 282.57 -144.42 0.07 -967.81 -4435.53 771.73 -663.29 765.19 -92.43 -4177.97 2990.61 -3344.06 -3083.31 2360.35 -2250.95 -1886.18 2285.31 117.78 -730.77 704.72 422.88 91.32 -252.20 835.19 36.47 -9.38 2.13 -0.65 -0.24 -0.18 -0.06 97.66 -24.71 5.95 -1.69 0.39 -0.24 -0.23 -0.12 0.00 2162.51 -1825.81 4856.86
-818.08 -573.26 1126.61 1149.92 -2560.92 -19.88 1880.99 1028.40 947.42 1098.14 7042.41 206.72 190.47 59.82 2154.16 15569.34 2142.93 -262.78 392.50 1055.40 2004.95 1364.47 1352.39 1168.45 996.77 957.53 344.84 916.60 367.78 329.46 1099.38 182.43 277.39 -525.44 -284.93 296.92 281.05 222.09 102.58 94.30 79.43 0.67 376.69 260.93 -78.86 121.51 83.56 29.82 -269.94 -23.69 -0.03 -2285.63 -5086.80 418.66
17:07:07 03/17/10
526.49 720.95 -691.77 -4462.76 7806.89 3989.41 5685.16 4238.73 2661.67 -715.87 2231.92 638.24 436.61 -0.57 -5.46 -1025.98 -345.22 149.75 -1240.81 1335.05 -5717.31 4318.42 -3816.07 -4081.65 3279.31 -2777.89 -2441.93 2512.95 597.27 -1010.40 914.24 233.38 550.92 -531.50 1080.69 -110.36 27.66 -6.89 1.87 0.01 0.10 0.11 436.61 -110.36 27.65 -6.89 1.87 -0.57 0.01 0.10 0.11 -2332.56 -1953.88 3238.64
-823.72 51.31 197.00 704.68 -645.14 -2688.00 440.39 -195.18 -6.10 644.56 4698.10 820.39 -1089.74 -42.89 130.39 3741.78 1483.17 -1606.70 909.96 -1781.65 74.67 -385.84 -7.29 84.35 -103.44 -23.65 -363.01 344.42 26.99 -541.91 0.90 -66.82 66.59 -727.64 239.04 -143.92 36.24 542.74 -34.20 116.23 630.07 43.88 335.80 -64.98 -649.19 -181.47 -34.35 -54.16 -657.01 -186.04 -1.32 -897.20 -1372.31 -47.88
Helman O. Mozo
Page
Job
257 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P -95.43 1058.11 -1557.40 -86.56 -5419.00 394.64 -2833.82 D312P -95.43 333.09 136.31 1489.84 3522.61 559.80 1123.62 D313P -95.42 -821.85 2118.50 3437.05 -13146.40 645.90 -2723.65 D314P -95.42 -3437.05 13146.40 -5184.09 16291.53 -1545.11 5275.97 D315P -95.41 1418.69 1443.44 3385.00 11646.23 970.01 2643.19 D316P -95.41 1418.70 -1443.44 3639.29 520.46 871.16 -158.97 D317P -95.41 -3639.29 -520.46 -3016.77 -1952.27 -802.69 -298.20 D318P -95.41 3016.77 1952.27 602.16 -87.81 720.54 371.22 D319P -95.41 -602.16 87.80 3294.19 1428.54 532.26 299.81 D320P -95.41 -3294.19 -1428.55 -2933.69 -3640.58 -821.18 -668.39 D321P -95.41 2933.69 3640.58 -164.31 920.85 511.02 841.70 D322P -95.41 164.32 -920.85 3151.07 618.27 694.84 -63.41 D323P -95.41 -3151.07 -618.27 -2440.42 -1217.33 -648.01 -212.73 D324P -24.38 3354.80 113.65 4096.08 1126.99 4488.48 747.38 D325P -260.45 378.93 -2989.91 7060.10 888.79 7029.75 -1985.52 D326P -24.37 -3827.08 -4890.64 -3354.80 -113.67 -4313.44 -3005.59 D327P -24.38 -4096.08 -1127.01 -5298.58 1940.18 -5659.43 489.86 D328P -24.39 -3335.75 -1353.29 -3703.78 1042.09 -4240.68 -187.47 D329P -24.39 -2192.31 -973.29 -2319.17 992.50 -2717.76 11.57 D330P 1.59 -535.19 334.94 -611.78 1448.10 -807.32 1255.03 D331P 1.60 -2547.36 -1206.01 -4337.35 5647.16 -4845.95 3126.00 D332P 3.23 397.88 10.08 340.31 59.68 733.65 69.33 D333P 0.03 -403.28 -374.98 -444.06 348.95 -1528.26 -46.95 D334P 0.01 -82.58 -85.66 -63.95 53.93 -264.30 -57.24 D335P -260.44 378.95 2989.89 -1577.49 -796.84 -566.30 1036.20 D336P -95.42 -3385.01 -11646.24 -5184.10 -16291.54 -1198.89 -3908.74 D337P -95.42 -1489.83 -3522.61 821.86 -2118.51 -197.37 -1666.79 D338P -95.43 86.57 5418.99 -333.08 -136.31 -89.95 1927.60 D339P -95.43 -4856.85 -418.67 -1058.10 1557.39 -2805.04 540.02 D340P -95.44 1825.82 5086.79 -1638.88 514.68 107.99 3235.84 D341P -24.38 5298.58 -1940.20 4182.52 1993.54 5711.51 32.14 D342P -24.38 -4182.52 -1993.56 -2995.67 1327.13 -4324.21 -401.47 D343P -24.38 2995.67 -1327.15 3335.75 1353.27 3814.11 15.73 D344P -24.39 3703.78 -1042.11 3094.77 1154.62 4095.51 67.77 D345P -24.39 -3094.77 -1154.64 -2325.88 967.09 -3265.45 -112.98 D346P -24.39 2325.88 -967.11 2192.31 973.27 2721.80 3.71 D347P -24.40 2319.17 -992.52 2098.97 455.28 2661.53 -323.64 D348P -24.40 -2098.97 -455.30 -1707.99 -522.94 -2293.35 -589.30 D349P 1.60 1107.21 -359.26 2547.36 1206.04 2572.35 596.03 D350P 1.60 -746.21 -769.35 -1107.21 359.28 -1304.57 -288.64 D351P 1.59 611.78 -1448.07 746.21 769.38 955.85 -477.71 D352P 1.59 489.56 -1108.53 535.19 -334.91 721.29 -1016.00 D353P 1.59 -273.94 288.77 -489.56 1108.56 -537.41 983.54 D354P 3.23 -340.33 -59.70 -195.96 541.56 -532.99 478.90 D355P 3.22 195.94 -541.58 550.29 -19.77 741.64 -557.90 D356P 0.03 -316.81 -372.47 -272.92 305.32 -1063.63 -121.11 D357P 0.02 -239.26 -287.80 -202.93 164.78 -797.54 -221.87 D358P 0.02 -171.42 -91.46 -143.54 100.94 -568.05 17.09 D359P 0.02 -121.95 -160.18 -101.74 98.01 -403.46 -112.14 D360P 0.01 -46.24 -72.10 -29.85 -32.70 -137.24 -189.01 D361P 0.01 -17.25 87.52 -7.20 -55.07 -44.08 58.53 D362P 0.00 -3.71 -27.42 -1.73 -12.92 -9.81 -72.74 D363P 0.03 444.06 -348.98 316.81 372.44 1372.29 42.32 D364P 0.03 272.92 -305.35 239.26 287.77 923.77 -31.71
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
258 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.02 0.02 0.02 0.01 0.01 0.01 0.00 -117.91 -117.90 -117.89 -117.89 -117.88 -117.88 -117.87 -117.87 -117.87 -117.86 -117.86 -117.86 -117.86 -117.86 -117.86 -117.86 -67.31 -633.08 -67.30 -67.31 -67.32 -67.33 61.63 61.65 -28.93 0.06 0.03 -633.07 -117.87 -117.88 -117.88 -117.89 -117.90 -67.31 -67.31 -67.32 -67.32 -67.33 -67.33 -67.34 -67.34 61.64 61.64 61.64 61.63 61.63 -28.94
202.93 -164.81 171.42 91.43 675.17 -132.35 143.54 -100.97 121.95 160.15 478.84 106.74 101.74 -98.04 82.58 85.63 332.45 -22.37 63.95 -53.96 46.24 72.07 198.75 32.66 29.85 32.67 17.25 -87.56 84.95 -99.00 7.20 55.04 3.71 27.38 19.66 148.66 1.73 12.89 0.00 -0.03 3.13 23.18 5578.00 529.04 -2051.13 -2156.00 2055.71 -948.31 2051.12 2155.99 987.06 -5061.50 1488.42 -1423.42 -1727.01 -478.72 -4249.74 311.70 -2979.88 -83.27 -1352.34 -1544.48 -767.42 -5322.14 -861.05 -2789.23 -443.87 114.67 -1213.70 3454.86 -509.02 1096.17 328.85 2149.31 -4375.85 -13133.01 -999.52 -2712.73 4375.85 13133.01 5869.93 16321.87 1836.29 5279.01 -1196.04 1435.70 -3884.46 11657.48 -1025.90 2643.89 -1196.04 -1435.71 -2757.97 543.87 -681.01 -153.60 2757.97 -543.88 2127.05 -2016.08 589.11 -308.72 -2127.05 2016.08 -624.54 -142.98 -547.85 372.94 624.54 142.98 -2079.20 1639.03 -287.61 352.34 2079.20 -1639.04 1480.54 -3804.18 469.37 -717.72 -1480.54 3804.18 508.87 1014.17 -179.30 889.10 -508.87 -1014.17 -2296.65 602.10 -587.98 -86.36 2296.65 -602.10 1592.17 -1233.28 450.68 -212.71 -3180.60 -198.81 -3625.82 446.04 -4100.25 148.93 -663.15 -1916.27 -5837.41 2364.57 -6142.91 423.64 3563.94 -4324.56 3180.60 198.79 4050.77 -2477.94 3625.82 -446.06 4487.40 3129.18 4887.48 1616.34 2873.05 -608.52 3112.17 1901.16 3605.56 778.70 1895.20 -433.17 1796.38 1550.50 2223.84 673.09 -363.80 -263.12 -524.81 970.54 -625.47 497.94 -134.06 -802.91 2397.33 5858.04 1593.05 3558.16 -124.52 -566.16 -177.14 -193.10 -299.80 -754.60 143.99 -401.52 -52.87 297.50 164.35 -187.61 -0.15 -58.31 -0.00 83.54 -0.27 45.50 -663.16 1916.25 915.70 -1908.54 119.32 3.65 3884.47 -11657.49 5869.94 -16321.87 1364.73 -3914.55 1213.69 -3454.87 -328.86 -2149.32 261.44 -1655.88 767.41 5322.13 443.86 -114.68 441.98 1900.15 4249.73 -311.71 1352.33 1544.47 2656.66 584.61 -987.08 5061.49 1727.00 478.71 427.44 3200.44 -4487.40 -3129.20 -3587.52 1081.84 -4864.41 -1233.35 3587.52 -1081.86 2640.45 1946.61 3751.79 520.94 -2640.45 -1946.63 -2873.05 608.50 -3321.39 -806.10 -3112.17 -1901.18 -2610.36 415.62 -3447.31 -894.92 2610.36 -415.64 2027.21 1538.68 2793.72 676.53 -2027.21 -1538.71 -1895.20 433.15 -2362.89 -666.00 -1796.38 -1550.52 -1583.84 -183.36 -2036.28 -1044.51 1583.85 183.34 2068.55 773.52 2200.24 576.42 641.98 -142.61 134.06 802.93 546.23 464.78 -607.83 -1200.79 -641.98 142.64 -879.70 -744.80 524.81 -970.51 607.83 1200.82 797.24 162.11 -62.26 -188.43 363.80 263.14 212.25 52.59 486.53 -310.41 62.26 188.46 386.28 -85.84 177.16 193.09 100.18 536.98 275.64 725.58
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
259 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-28.94 0.05 0.05 0.04 0.03 0.02 0.01 0.01 0.05 0.05 0.04 0.04 0.03 0.02 0.02 0.01 0.00 97.22 97.22 97.21 97.20 97.20 97.19 97.19 97.19 97.19 97.18 97.18 97.18 97.18 97.18 97.18 97.18 58.65 323.31 58.65 58.65 58.66 58.67 2.58 2.57 1.43 -0.04 -0.02 323.30 97.19 97.20 97.20 97.21 97.21 58.66 58.66 58.66 58.67
-100.17 -537.00 -385.71 179.77 -482.89 -355.03 -38.26 -314.75 14.32 342.32 -43.17 49.71 9.61 -217.80 -3.74 325.10 10.59 193.53 -2.14 116.29 0.69 251.90 -2.60 664.07 0.75 -93.34 -0.30 129.38 0.81 65.00 0.16 -7.68 -0.20 115.01 -0.09 193.59 0.25 283.51 -0.20 85.91 0.10 666.29 0.14 28.62 -0.07 3.94 0.13 58.72 52.87 -297.53 38.26 314.72 164.35 31.01 -14.32 -342.35 -9.61 217.77 -43.17 -224.69 3.74 -325.14 2.14 -116.32 10.59 -796.21 -0.69 -251.93 -0.75 93.30 -2.60 -286.11 0.30 -129.41 0.15 58.28 0.81 -128.29 0.00 -83.57 -0.16 7.64 -0.27 -136.94 0.20 -115.04 -0.25 -283.54 -0.09 -718.89 0.20 -85.94 -0.14 -28.65 0.10 -206.68 0.07 -3.97 -0.00 -0.03 0.13 -7.22 4454.60 -402.88 -1655.69 2283.52 1631.41 1096.17 1655.68 -2283.51 516.45 5490.83 1064.13 1571.28 -1550.18 441.47 -4086.13 -728.75 -2810.14 -143.23 -1670.30 1832.19 -269.22 5185.42 -787.83 2850.56 487.52 -1113.44 -3843.73 -1106.89 -1030.66 -681.84 -5099.44 3344.05 -6748.61 15603.45 -2926.20 4679.61 6748.60 -15603.45 5946.33 -16361.32 2275.23 -5728.84 -1118.33 -1326.18 -3696.54 -11442.38 -972.26 -2578.34 -1118.34 1326.18 -2659.98 -725.14 -650.75 103.52 2659.98 725.15 2027.43 2204.25 565.28 353.27 -2027.43 -2204.24 -613.86 117.06 -525.89 -415.56 613.86 -117.06 -2061.40 -1758.60 -286.20 -370.85 2061.39 1758.60 1513.23 3793.32 471.33 732.05 -1513.23 -3793.32 432.61 -864.03 -199.40 -859.40 -432.62 864.03 -2501.71 -526.76 -614.98 70.68 2501.71 526.76 1829.66 1098.94 501.97 188.41 3073.34 -270.33 3667.32 492.22 4060.64 133.67 -309.24 2930.03 -7579.20 -1087.20 -7454.44 1741.44 -2859.77 -3440.01 -3073.34 270.31 -3563.43 -1903.72 -3667.32 -492.24 -4511.67 3161.25 -4927.10 1607.84 -2875.48 -622.29 -3119.16 1918.31 -3611.23 780.74 -1850.98 -422.65 -1921.08 1505.01 -2272.33 652.03 -458.45 408.96 -540.25 1580.43 -702.96 1400.28 -2352.54 -1137.91 -4557.27 6161.37 -4863.61 3535.87 -566.58 -7.33 -384.06 -67.12 -944.80 -73.99 -642.46 -655.69 -452.37 458.95 -1974.64 -354.83 -65.97 -85.47 -48.34 53.81 -206.16 -57.10 -309.26 -2930.01 1270.64 888.80 454.24 -964.45 3696.54 11442.39 5946.34 16361.33 1349.12 3889.98 3843.72 1106.90 5099.43 -3344.05 2642.44 -661.01 269.21 -5185.41 -487.53 1113.44 -79.66 -1485.82 4086.12 728.76 1670.29 -1832.18 2729.86 -523.28 -516.46 -5490.82 1550.17 -441.46 597.15 -3426.94 4511.67 -3161.27 3581.31 1068.03 4875.29 -1260.99 -3581.31 -1068.05 -2628.60 1931.56 -3740.91 520.19 2628.61 -1931.58 2875.48 622.27 3315.71 -788.75 3119.16 -1918.33 2625.00 422.54 3460.34 -901.08
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
260 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
58.67 -2625.00 58.67 1990.94 58.67 1921.08 58.68 -1772.79 2.57 998.66 2.57 -646.69 2.57 540.25 2.58 444.77 2.58 -395.68 1.44 384.08 1.45 -266.34 -0.03 -295.90 -0.03 -208.25 -0.03 -147.39 -0.02 -103.15 -0.01 -31.69 -0.01 -8.29 -0.00 -0.39 -0.04 452.37 -0.03 242.60 -0.03 174.30 -0.02 123.45 -0.02 84.08 -0.02 48.34 -0.01 16.70 -0.01 2.44 -0.00 -0.31
-422.56 -1990.94 -1547.06 1850.98 -1505.03 1772.79 -99.31 -1565.95 -485.10 2352.54 -662.93 -998.66 -1580.41 646.69 -1119.05 458.45 405.61 -444.77 67.14 266.36 526.25 -917.91 -311.77 -242.60 -302.21 -174.30 -88.01 -123.45 -161.09 -84.08 -72.06 -16.70 87.53 -2.45 -27.49 0.31 -458.98 295.90 -282.21 208.25 -170.29 147.39 -99.70 103.15 -98.39 65.97 -53.84 31.69 32.69 8.29 55.01 0.39 12.85 -0.00
1547.03 422.62 99.29 -231.02 1137.93 485.13 662.96 -408.93 1119.08 -526.23 -9.22 282.18 170.26 99.67 98.36 -32.72 -55.04 -12.88 311.74 302.18 87.98 161.06 85.44 72.02 -87.56 27.45 -0.03
17:07:07 03/17/10
-2780.69 677.40 2314.41 -677.37 2225.22 -846.83 -2011.29 -199.00 2358.81 459.51 -1158.11 -125.15 835.45 -645.77 635.76 -1075.50 -591.57 1073.19 646.45 -456.27 -1176.97 513.85 -971.24 -53.38 -689.98 -237.99 -488.48 21.03 -337.69 -113.14 -87.28 -188.98 -19.37 58.60 -0.15 -72.81 1349.59 -265.56 813.15 36.02 580.20 -148.47 408.69 110.68 270.62 -23.37 144.34 32.79 45.08 -98.97 5.12 148.73 -0.55 23.12
Helman O. Mozo
Page
Job
261 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 8 "COMBO 2-2"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ----------------------------------------------------------------------------------------D0Z93P 0.5091 496.2 0.01265 0.0000 0.0000 0.0000 0.5091 494.9 93.35 D1Z93P 0.5091 0.4756 -0.004489 -0.8145 0.7651 0.1367 1.834 -0.8494 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.006539 -0.007077 0.006209 0.0000 0.0000 0.0000 -3.529 -7.03 8.596 D4Z13P 0.003869 1000 -82.52 0.0000 0.0000 0.0000 0.003869 993.3 -69.18 D5Z19P 0.02268 0.0214 0.02092 -0.0181 0.1022 0.5933 -6.318 -6.319 18.76 D6Z26P 0.02566 0.02442 0.0214 0.0000 0.0000 0.0000 -2.507 -5.808 26.31 D7Z31P 0.04471 1000 -98.2 0.0000 0.0000 0.0000 0.04471 994.5 -66.88 D8Z26P 0.02596 0.02332 0.02944 -0.0527 0.1579 0.7511 -5.807 -5.81 26.31 D9Z13P 0.007904 0.006516 0.01578 -0.1806 0.2368 0.4277 -6.695 -6.697 13.36 D10Z31P 0.04538 0.04301 0.03274 -0.2428 0.3440 0.8066 -5.449 -5.451 31.35 D11Z36P 0.06925 0.06727 0.03552 -0.1382 0.2390 0.7604 -5.089 -5.091 36.36 D12Z45P 0.08875 0.08663 0.04063 -0.2064 0.2989 0.6846 -4.514 -4.517 44.62 D13Z45P 0.08871 0.08767 0.03062 0.0000 0.0000 0.0000 -2.294 -4.516 44.61 D14Z50P 0.1257 1000 -81.37 0.0000 0.0000 0.0000 0.1257 995.8 -31.02 D15Z55P 0.1611 0.1592 0.04122 -0.4732 0.5507 0.5865 -3.722 -3.724 55.33 D16Z68P 0.2434 0.2195 -0.004401 -0.2103 0.2560 0.1455 3.275 -2.812 67.95 D17Z68P 0.2532 0.2516 0.04093 -0.3621 0.4226 0.4705 -2.778 -2.78 68 D18Z55P 0.1531 0.1366 -0.004203 -0.5104 0.5220 0.0744 4.036 -3.747 55.28 D19Z75P 0.3108 0.2851 -0.004538 -0.5589 0.5873 0.1190 2.845 -2.249 75.35 D20Z75P 0.3123 0.3112 0.03973 -0.4035 0.4540 0.4027 -2.222 -2.223 75.39 D21Z81P 0.3675 0.3375 -0.004425 -0.5718 0.5949 0.1332 2.5 -1.795 81.32 D22Z81P 0.3716 0.3709 0.03692 -0.5897 0.6346 0.3478 -1.761 -1.762 81.36 D23Z86P 0.4186 0.4179 0.03451 -0.6167 0.6557 0.3062 -1.408 -1.409 85.91 D24Z86P 0.418 0.3874 -0.004509 -0.6304 0.6465 0.1376 2.245 -1.439 85.87 D25Z90P 0.46 0.4272 -0.004452 -0.6691 0.7094 0.1404 2.036 -1.149 89.59 D26Z90P 0.4633 0.4628 0.03172 -0.6427 0.6811 0.2718 -1.113 -1.114 89.63 D27Z93P 0.5086 0.5079 0.02888 -0.7704 0.7960 0.2381 -0.8164 -0.8171 93.36 D28Z50P 0.126 0.124 0.04104 -0.3422 0.4255 0.6317 -4.089 -4.091 50.4 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.002989 1000 -157.9 0.0000 0.0000 0.0000 3.525 993 -149.3 D31Z19P 0.007927 0.003204 -0.002081 -0.0804 0.0904 0.0373 6.348 -6.337 18.73 D32Z26P 0.02993 1000 -85.6 0.0000 0.0000 0.0000 2.563 994.2 -59.31 D33Z26P 0.02994 0.02612 -0.00289 -0.1808 0.1883 0.0436 5.863 -5.807 26.28 D34Z13P 0.005106 0.003589 -0.001614 0.0290 0.0142 0.0357 6.708 -6.7 13.34 D35Z31P 0.04474 0.0383 -0.003199 -0.1246 0.1652 0.0620 5.539 -5.456 31.32 D36Z36P 0.06043 0.0511 -0.003461 -0.2031 0.2176 0.0662 5.219 -5.107 36.32 D37Z45P 0.09862 0.0892 -0.004014 -0.2757 0.2921 0.0778 4.702 -4.514 44.57 D38Z45P 0.0986 1000 -133.4 0.0000 0.0000 0.0000 2.482 995.4 -88.84 D39Z50P 0.1258 0.1124 -0.004122 -0.1952 0.2446 0.1014 4.34 -4.102 50.35 D40Z113P 0.8192 0.8188 0.04005 -0.9873 0.9859 0.0732 -0.5058 -0.5062 113.3 D41Z113P 0.8191 0.8138 -0.004867 -1.0765 0.9909 0.1721 2.144 -0.5112 113.3 D42Z110P 0.7626 0.7621 0.03893 -0.9641 0.9634 0.1007 -0.5624 -0.5629 110 D43Z110P 0.7625 0.7523 -0.004811 -1.0454 0.9656 0.1662 2.087 -0.5727 109.9 D44Z107P 0.7075 0.707 0.03756 -0.9290 0.9312 0.1282 -0.6175 -0.618 106.7
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.7074 0.6543 0.6542 0.6033 0.603 0.5552 0.5549 0.5321 0.5779 0.6288 0.6802 0.7351 0.7904 0.8481 0.5315 0.5794 0.628 0.681 0.7345 0.7909 0.8477 0.8824 0.9002 0.9005 0.8827 0.9276 0.9277 0.956 0.956 0.9844 0.9844 1.013 1.013 1.043 1.043 1.072 1.072 1.101 1.102 1.163 1.163 1.121 1.142 1.142 1.121 1.411 1.411 1.175 1.189 1.202 1.216 1.229 1.243 1.257
0.6926 0.6538 0.6346 0.6027 0.5787 0.5546 0.526 0.5315 0.551 0.6282 0.6627 0.7345 0.7825 0.8476 0.5002 0.5789 0.606 0.6806 0.7219 0.7905 0.8446 0.8816 0.8993 0.901 0.8821 0.9274 0.9294 0.9556 0.9582 0.984 0.9873 1.013 1.017 1.042 1.047 1.071 1.076 1.106 1.101 1.161 1.171 1.127 1.141 1.149 1.121 1.41 1.401 1.183 1.188 1.208 1.215 1.233 1.242 1.258
-0.004752 0.0359 -0.004689 0.03392 -0.004624 0.0316 -0.004557 0.03035 -0.004589 0.035 -0.00472 0.03832 -0.004838 0.04054 -0.004524 0.03284 -0.004657 0.0368 -0.004781 0.03955 -0.004895 -0.005418 0.01999 -0.005713 0.02684 0.02048 -0.005766 0.0209 -0.005758 0.02128 -0.005807 0.02159 -0.005799 0.02186 -0.005838 0.02208 -0.00583 -0.005857 0.02227 0.009737 -0.006327 -0.005999 0.01397 -0.006174 0.01817 0.01131 -0.006383 -0.006342 0.01022 -0.006353 0.0106 -0.006363 0.01087 -0.006368
-1.0257 -0.9053 -0.9771 -0.8471 -0.9563 -0.8180 -0.8665 -0.8079 -0.9073 -0.8835 -1.0002 -0.9517 -1.0625 -0.9821 -0.8824 -0.8299 -0.9634 -0.9198 -1.0292 -0.9814 -1.0628 -1.1150 -1.0243 -1.1373 -0.9382 -1.1606 -1.1530 -1.1347 -1.1690 -1.1528 -1.1777 -1.1699 -1.1939 -1.1817 -1.2044 -1.1854 -1.2008 -1.2184 -1.1834 -1.2894 -1.2802 -1.2484 -1.1460 -1.2953 -1.1458 -1.4462 -1.3428 -1.2438 -1.3671 -1.2883 -1.4016 -1.3131 -1.4214 -1.3249
17:07:07 03/17/10
0.9393 0.9027 0.8996 0.8497 0.8686 0.8159 0.7965 0.8009 0.8306 0.8815 0.9184 0.9524 0.9771 0.9997 0.7937 0.8304 0.8826 0.9193 0.9483 0.9778 0.9927 1.0414 1.0506 1.0719 0.9699 1.1366 1.1241 1.1463 1.1463 1.1548 1.1553 1.1739 1.1736 1.1820 1.1836 1.1936 1.1878 1.1849 1.1947 1.2934 1.3061 1.1755 1.1654 1.1917 1.1535 1.4483 1.4486 1.3559 1.3832 1.3916 1.4042 1.4191 1.4253 1.4286
0.1603 2.032 -0.6324 0.1556 -0.6707 -0.6712 0.1544 1.979 -0.6904 0.1831 -0.7217 -0.7223 0.1485 1.928 -0.7463 0.2106 -0.7698 -0.7704 0.1426 1.88 -0.799 0.2243 -0.7929 -0.7935 0.1455 1.903 -0.774 0.1694 -0.6962 -0.6968 0.1573 2.005 -0.6623 0.1144 -0.5899 -0.5905 0.1691 2.115 -0.5425 0.0595 -0.4769 -0.4774 0.1396 1.856 -0.8248 0.1968 -0.7456 -0.7461 0.1514 1.953 -0.719 0.1419 -0.644 -0.6444 0.1632 2.059 -0.6031 0.0869 -0.5341 -0.5345 0.1750 2.173 -0.4804 0.1802 1.784 -0.02004 0.0413 0.2102 0.2093 0.1823 1.59 0.211 0.0456 -0.01896 -0.01961 0.0417 0.2376 0.2374 0.1825 1.618 0.2394 0.0422 0.266 0.2656 0.1827 1.646 0.2682 0.0426 0.2944 0.294 0.1830 1.674 0.2973 0.0430 0.3233 0.3227 0.1832 1.703 0.3266 0.0435 0.3526 0.352 0.1834 1.733 0.3565 0.0439 0.382 0.3813 0.1837 1.762 0.3862 0.1839 1.791 0.4162 0.0444 0.4117 0.4107 0.0308 0.8125 0.8114 0.1993 1.513 0.8212 0.1936 1.698 0.5507 0.0339 0.6786 0.6776 0.1985 1.605 0.6855 0.0400 0.5448 0.544 0.0308 1.061 1.06 0.1992 1.761 1.051 0.1993 1.525 0.8333 0.0308 0.8387 0.8377 0.1993 1.552 0.8577 0.0308 0.8656 0.8646 0.1993 1.579 0.8829 0.0308 0.893 0.892 0.1993 1.607 0.9085
106.6 103.3 103.3 100 99.98 96.69 96.66 95.03 98.32 101.7 105 108.3 111.6 115 95 98.35 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8
Helman O. Mozo
Page
Job
263 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 1.271 1.27 D100Z136P 1.285 1.284 D101Z136P 1.299 1.297 D102Z137P 1.313 1.31 D103Z138P 1.327 1.325 D104Z138P 1.341 1.336 D105Z139P 1.355 1.354 D106Z139P 1.369 1.362 D107Z140P 1.383 1.382 D108Z140P 1.397 1.388 D109Z92P 0.487 0.4863 D111Z88P 0.4428 0.4422 D113Z84P 0.3973 0.3966 D115Z79P 0.3426 0.3417 D117Z72P 0.2894 0.2881 D119Z62P 0.2296 0.2279 D121Z9P 0.003011 0.004229 D122Z9P -0.006502 -0.007626 D123Z132P 1.189 1.195 D124Z133P 1.216 1.22 D125Z134P 1.243 1.246 D126Z135P 1.271 1.271 D127Z136P 1.299 1.297 D128Z138P 1.327 1.323 D129Z139P 1.355 1.349 D130Z140P 1.383 1.375 D131Z92P 0.4862 0.4524 D132Z88P 0.44 0.4085 D133Z84P 0.3943 0.3639 D134Z79P 0.3416 0.3135 D135Z72P 0.2755 0.2506 D136Z62P 0.2292 0.212 D137Z93P 496.2 0.4756 D138Z93P 0.477 0.4751 D139Z9P 1000 0.004207 D140Z13P 911.5 0.002635 D141Z26P 1000 0.02611 D142Z31P 1000 0.03818 D143Z45P 1000 0.08918 D144Z50P 957.9 0.1124 D145Z68P 0.2339 0.232 D146Z55P 0.148 0.1461 D147Z75P 0.2872 0.2851 D148Z81P 0.3457 0.3435 D149Z86P 0.3895 0.3874 D150Z90P 0.4335 0.4314 D151Z9P -0.007862 -0.00886 D152Z9P -0.006883 -0.008785 D153Z0P 0 0 D154Z19P 0.02398 0.0221 D155Z26P 0.02028 0.01902 D156Z26P 0.02159 0.01911 D157Z13P 0.008443 0.0062 D158Z31P 0.04093 0.03833
0.01106 -0.006374 0.0112 -0.006379 0.01128 -0.006384 0.01131 -0.006383 0.01131 -0.006383 0.03031 0.03299 0.03557 0.03845 0.03973 0.03879 -0.001199 0.01172 -0.006334 -0.006345 -0.006356 -0.006363 -0.006369 -0.006375 -0.00638 -0.006382 -0.004423 -0.004493 -0.004469 -0.004476 -0.004477 -0.004559 -0.02349 -0.04138 157.9 61.28 85.59 72.98 133.4 64.37 -0.04962 -0.04799 -0.04987 -0.04771 -0.04611 -0.04372 -0.007415 -0.01275 0 -0.0227 -0.02643 -0.03278 -0.01716 -0.03666
-1.4344 -1.3384 -1.4447 -1.3465 -1.4505 -1.3510 -1.4499 -1.3439 -1.4469 -1.3438 -0.6601 -0.6844 -0.5477 -0.5733 -0.4332 -0.3070 -0.0197 -0.0445 -1.2572 -1.3049 -1.3193 -1.3318 -1.3430 -1.3499 -1.3477 -1.3434 -0.7613 -0.6117 -0.6564 -0.4858 -0.5920 -0.3060 0.0000 -0.8221 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2345 -0.4844 -0.5162 -0.5531 -0.6189 -0.6248 0.0000 -0.0617 0.0000 -0.0424 0.0000 -0.0762 -0.2276 -0.2988
17:07:07 03/17/10
1.4364 1.4430 1.4478 1.4514 1.4545 1.4567 1.4526 1.4479 1.4485 1.4486 0.6964 0.7213 0.5903 0.6202 0.4884 0.3753 0.0318 0.0889 1.3750 1.4069 1.4257 1.4380 1.4484 1.4543 1.4528 1.4493 0.7749 0.6470 0.6584 0.5334 0.5947 0.3520 0.0000 0.8443 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2406 0.4882 0.5236 0.5593 0.6262 0.6252 0.0000 0.0738 0.0000 0.0431 0.0000 0.0823 0.2264 0.3014
0.0308 0.1993 0.0308 0.1992 0.0308 0.1992 0.0308 0.1992 0.0308 0.1992 0.2531 0.2878 0.3253 0.3729 0.4335 0.5213 0.0189 0.2748 0.1993 0.1993 0.1993 0.1993 0.1992 0.1992 0.1992 0.1992 0.1351 0.1440 0.1296 0.1360 0.1075 0.1181 0.0000 -0.0531 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0393 -0.0321 -0.0436 -0.0472 -0.0498 -0.0524 0.0000 -0.0042 0.0000 -0.0109 0.0000 -0.0150 -0.0079 -0.0182
0.9207 0.9196 1.635 0.9343 0.9487 0.9474 1.663 0.9602 0.9767 0.9755 1.691 0.9864 1.005 1.004 1.719 1.012 1.033 1.032 1.747 1.038 -0.9528 -0.9535 -1.25 -1.25 -1.57 -1.571 -1.973 -1.974 -2.471 -2.472 -3.175 -3.177 7.025 -7.018 -7.029 -7.03 1.539 0.8454 1.566 0.8703 1.593 0.8957 1.621 0.9213 1.649 0.9472 1.677 0.9733 1.705 0.9994 1.733 1.025 1.926 -0.9874 2.132 -1.284 2.362 -1.604 2.657 -2.002 3.036 -2.51 3.634 -3.193 497.5 0.4756 1.802 1.8 1007 -3.518 918.2 0.002635 1006 -2.507 1005 0.03818 1005 -2.294 962.1 0.1124 3.265 3.263 4.031 4.029 2.821 2.819 2.478 2.476 2.216 2.214 2.01 2.008 7.015 3.514 7.016 7.014 7.6 7.6 6.364 6.363 5.853 2.552 5.854 5.852 6.712 6.709 5.535 5.533
135.3 135.9 136.4 137 137.6 138.1 138.7 139.2 139.8 140.3 91.66 87.9 83.81 78.64 72.03 62.44 8.589 8.602 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.31 93.29 166.4 74.62 111.9 104.3 178 114.7 67.91 55.24 75.31 81.28 85.83 89.55 8.583 8.577 0 18.71 26.26 26.25 13.32 31.28
Helman O. Mozo
Page
Job
264 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.06471 0.07856 0.07749 0.1146 0.8156 0.7541 0.6943 0.6364 0.5808 0.5281 0.5547 0.6655 0.7849 0.5027 0.6085 0.7243 0.8468 0.8835 0.902 0.9302 0.9592 0.9883 1.018 1.048 1.078 1.108 1.172 1.129 1.151 1.403 1.185 1.209 1.234 1.26 1.286 1.312 1.338 1.364 1.39 1.197 1.222 1.247 1.273 1.299 1.325 1.351 1.377 0.4553 0.4136 0.3692 0.3189 0.2593 0.2144 0.4776
0.06215 0.07646 0.07641 0.1126 0.8139 0.7524 0.6926 0.6346 0.5789 0.5263 0.553 0.6639 0.7833 0.5009 0.6068 0.7226 0.8451 0.8821 0.9005 0.9294 0.9583 0.9874 1.017 1.046 1.076 1.106 1.171 1.128 1.149 1.401 1.183 1.208 1.233 1.259 1.284 1.31 1.336 1.362 1.388 1.195 1.22 1.246 1.271 1.297 1.323 1.349 1.375 0.4535 0.4114 0.367 0.3167 0.2573 0.2125 496.2
-0.0399 -0.04634 -0.03745 -0.04731 -0.05352 -0.05231 -0.05082 -0.04902 -0.04686 -0.04432 -0.04568 -0.05 -0.05298 -0.04297 -0.04803 -0.05164 -0.05406 -0.03942 -0.03214 -0.03264 -0.03307 -0.03344 -0.03376 -0.03404 -0.03427 -0.03446 -0.0211 -0.03007 -0.02559 -0.02279 -0.02137 -0.02182 -0.02217 -0.02241 -0.02259 -0.02271 -0.02277 -0.02279 -0.02279 -0.02161 -0.02201 -0.0223 -0.02251 -0.02266 -0.02275 -0.02279 -0.02279 -0.04268 -0.04478 -0.04686 -0.04871 -0.05024 -0.04647 -0.02354
-0.1665 -0.2261 0.0000 -0.3707 -1.0682 -1.0468 -1.0095 -0.9880 -0.9244 -0.8994 -0.9070 -1.0014 -1.0637 -0.8928 -0.9648 -1.0342 -1.0648 -1.0125 -1.0826 -1.1864 -1.1613 -1.1776 -1.1929 -1.2032 -1.2046 -1.2160 -1.2590 -1.2356 -1.2521 -1.3436 -1.2568 -1.2867 -1.3157 -1.3235 -1.3385 -1.3469 -1.3528 -1.3424 -1.3435 -1.2678 -1.2989 -1.3187 -1.3318 -1.3422 -1.3480 -1.3472 -1.3443 -0.6395 -0.6935 -0.5255 -0.5630 -0.4278 -0.3393 0.0000
17:07:07 03/17/10
0.1676 0.2272 0.0000 0.3742 1.0686 1.0451 1.0121 0.9847 0.9271 0.8972 0.9077 1.0009 1.0631 0.8846 0.9622 1.0339 1.0683 1.0201 1.0900 1.1647 1.1724 1.1797 1.1971 1.2037 1.2147 1.2208 1.2515 1.2300 1.2600 1.3458 1.2522 1.2892 1.3154 1.3274 1.3406 1.3488 1.3530 1.3466 1.3462 1.2682 1.3047 1.3220 1.3341 1.3452 1.3520 1.3501 1.3459 0.6421 0.6998 0.5313 0.5703 0.4346 0.3442 0.0000
-0.0212 -0.0260 0.0000 -0.0292 -0.0275 -0.0317 -0.0360 -0.0403 -0.0446 -0.0488 -0.0467 -0.0381 -0.0296 -0.0510 -0.0424 -0.0339 -0.0253 -0.0175 -0.0140 -0.0145 -0.0149 -0.0153 -0.0157 -0.0161 -0.0166 -0.0170 0.0016 -0.0115 -0.0033 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 0.0016 -0.0534 -0.0510 -0.0486 -0.0455 -0.0417 -0.0362 0.0000
5.223 4.682 4.681 4.329 2.141 2.079 2.019 1.961 1.906 1.853 1.88 1.991 2.11 1.828 1.934 2.049 2.172 1.785 1.592 1.62 1.649 1.678 1.708 1.738 1.768 1.798 1.522 1.706 1.614 1.753 1.535 1.559 1.584 1.61 1.636 1.662 1.688 1.714 1.74 1.547 1.572 1.597 1.623 1.649 1.675 1.701 1.727 1.895 2.106 2.337 2.635 3.02 3.619 0.4776
5.22 4.68 2.46 4.327 2.139 2.077 2.018 1.96 1.904 1.851 1.878 1.989 2.108 1.826 1.932 2.048 2.17 1.784 1.59 1.619 1.648 1.677 1.707 1.736 1.766 1.796 1.521 1.704 1.613 1.751 1.533 1.558 1.583 1.609 1.634 1.66 1.686 1.712 1.738 1.545 1.57 1.596 1.621 1.647 1.673 1.699 1.725 1.893 2.104 2.335 2.633 3.018 3.617 497.5
36.28 44.53 44.54 50.31 113.2 109.9 106.6 103.3 99.93 96.62 98.27 104.9 111.5 94.96 101.6 108.2 114.9 116.9 117.9 119.4 120.8 122.2 123.6 125 126.5 127.9 130.9 128.9 129.9 140.8 131.4 132.5 133.6 134.7 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.58 87.83 83.73 78.55 71.94 62.35 93.31
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.4775 0.5084 -0.00454 -0.7618 0.8195 -0.0029 -0.8475 D214Z9P -0.006956 -0.007893 -0.006941 0.0000 0.0000 0.0000 3.516 D215Z13P 0.004446 911.5 61.28 0.0000 0.0000 0.0000 0.004446 D216Z26P 0.0215 0.02027 -0.02619 0.0000 0.0000 0.0000 2.554 D217Z31P 0.04078 1000 72.98 0.0000 0.0000 0.0000 0.04078 D218Z45P 0.07852 0.07748 -0.03737 0.0000 0.0000 0.0000 2.462 D219Z50P 0.1144 957.9 64.37 0.0000 0.0000 0.0000 0.1144 D220Z68P 0.2216 0.2421 -0.004503 -0.2396 0.1920 0.1467 -2.81 D221Z55P 0.1384 0.1511 -0.004329 -0.4976 0.4841 0.2969 -3.745 D222Z75P 0.2871 0.3096 -0.004627 -0.5697 0.5394 0.1261 -2.247 D223Z81P 0.3397 0.3667 -0.004502 -0.5982 0.5731 0.0769 -1.793 D224Z86P 0.3897 0.4175 -0.004577 -0.6313 0.6140 0.0412 -1.437 D225Z90P 0.4293 0.4594 -0.004512 -0.6892 0.6438 0.0139 -1.147 D226Z9P 0.006623 1000 157.9 0.0000 0.0000 0.0000 -3.516 D227Z9P 0.00671 0.002072 -0.001368 -0.0095 0.0198 0.2308 -7.016 D228Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 D229Z19P 0.005305 0.00672 -0.002092 -0.0592 0.0511 0.3862 -6.335 D230Z26P 0.02935 1000 85.59 0.0000 0.0000 0.0000 -2.503 D231Z26P 0.02953 0.02801 -0.003089 -0.1513 0.1509 0.4583 -5.803 D232Z13P 0.006574 0.003937 -0.001789 0.0085 -0.0575 0.2979 -6.697 D233Z31P 0.04123 0.04276 -0.003396 -0.1309 0.0814 0.4594 -5.453 D234Z36P 0.05353 0.05844 -0.003622 -0.1841 0.1664 0.4240 -5.105 D235Z45P 0.09134 0.09657 -0.004161 -0.2628 0.2453 0.3608 -4.512 D236Z45P 0.09132 1000 133.4 0.0000 0.0000 0.0000 -2.292 D237Z50P 0.1144 0.1237 -0.004259 -0.2170 0.1659 0.3007 -4.1 D238Z113P 0.8155 0.8187 -0.004866 -0.9935 1.0751 -0.1325 -0.5095 D239Z110P 0.754 0.762 -0.004815 -0.9638 1.0468 -0.1109 -0.571 D240Z107P 0.6942 0.707 -0.004763 -0.9422 1.0221 -0.0893 -0.6308 D241Z103P 0.6363 0.6537 -0.004711 -0.8975 0.9795 -0.0677 -0.6887 D242Z100P 0.5804 0.6025 -0.004655 -0.8730 0.9511 -0.0461 -0.7446 D243Z97P 0.5277 0.5544 -0.004601 -0.7938 0.8697 -0.0245 -0.7973 D244Z98P 0.5529 0.5772 -0.004626 -0.8297 0.9084 -0.0353 -0.7721 D245Z105P 0.6645 0.6795 -0.004737 -0.9187 1.0000 -0.0785 -0.6605 D246Z112P 0.7842 0.7898 -0.00484 -0.9803 1.0624 -0.1217 -0.5408 D247Z95P 0.5021 0.5308 -0.004575 -0.7988 0.8748 -0.0137 -0.8229 D248Z102P 0.6077 0.6275 -0.004683 -0.8824 0.9634 -0.0569 -0.7173 D249Z108P 0.7236 0.734 -0.004788 -0.9474 1.0291 -0.1001 -0.6014 D250Z115P 0.8463 0.8472 -0.004892 -0.9834 1.0586 -0.1433 -0.4787 D251Z117P 0.8832 0.8817 -0.005437 -1.0339 1.0977 -0.1508 -0.01847 D252Z118P 0.9023 0.8998 -0.005661 -1.0746 1.1123 -0.1523 0.2123 D253Z119P 0.9302 0.9274 -0.005663 -1.1298 1.1501 -0.1511 0.2402 D254Z121P 0.9592 0.9555 -0.005722 -1.1429 1.1733 -0.1499 0.2692 D255Z122P 0.9883 0.984 -0.005716 -1.1528 1.1801 -0.1487 0.2983 D256Z124P 1.018 1.013 -0.005761 -1.1710 1.1969 -0.1475 0.3278 D257Z125P 1.048 1.042 -0.005754 -1.1822 1.2052 -0.1463 0.3575 D258Z126P 1.078 1.071 -0.005786 -1.1825 1.2086 -0.1451 0.3875 D259Z128P 1.107 1.101 -0.005779 -1.1864 1.2103 -0.1439 0.4175 D260Z131P 1.172 1.162 -0.006296 -1.2863 1.2489 -0.1191 0.8224 D261Z129P 1.129 1.12 -0.005976 -1.1557 1.2487 -0.1400 0.5521 D262Z130P 1.15 1.141 -0.00614 -1.1873 1.2847 -0.1293 0.6869 D263Z141P 1.403 1.41 -0.006352 -1.4453 1.3462 -0.1190 1.053 D264Z131P 1.184 1.174 -0.006287 -1.3586 1.2508 -0.1191 0.8344 D265Z133P 1.209 1.201 -0.0063 -1.3873 1.2886 -0.1191 0.859 D266Z134P 1.234 1.228 -0.006312 -1.4165 1.3167 -0.1190 0.8843
17:07:07 03/17/10
1.833 7.015 918.2 5.853 1005 4.681 962.1 3.273 4.034 2.843 2.499 2.244 2.036 1007 7.025 7.6 6.347 1006 5.861 6.707 5.537 5.217 4.7 1005 4.338 2.144 2.087 2.032 1.979 1.928 1.879 1.902 2.005 2.115 1.856 1.952 2.059 2.172 1.783 1.59 1.617 1.645 1.674 1.703 1.732 1.761 1.791 1.512 1.697 1.604 1.76 1.524 1.551 1.578
93.33 8.583 74.62 26.26 104.3 44.54 114.7 67.95 55.28 75.35 81.32 85.87 89.59 166.4 8.589 0 18.73 111.9 26.28 13.34 31.32 36.32 44.57 178 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 1.26 1.256 D268Z136P 1.286 1.283 D269Z137P 1.312 1.311 D270Z138P 1.338 1.34 D271Z139P 1.364 1.368 D272Z140P 1.39 1.396 D273Z132P 1.197 1.188 D274Z133P 1.222 1.215 D275Z134P 1.247 1.242 D276Z135P 1.273 1.27 D277Z136P 1.299 1.297 D278Z138P 1.325 1.325 D279Z139P 1.351 1.354 D280Z140P 1.377 1.382 D281Z92P 0.4542 0.4855 D282Z88P 0.4109 0.4397 D283Z84P 0.3667 0.3941 D284Z79P 0.3154 0.3404 D285Z72P 0.2527 0.2743 D286Z62P 0.2139 0.2275 D287Z93P 496.2 0.5085 D288Z9P 1000 0.002035 D289Z13P 1000 0.002849 D290Z26P 1000 0.028 D291Z31P 1000 0.04268 D292Z45P 1000 0.09655 D293Z50P 1000 0.1237 D294Z9P -0.007055 -0.007664 D295Z26P 0.02444 0.02317 D296Z45P 0.08767 0.08659 D297Z131P 1.175 1.175 D298Z133P 1.202 1.201 D299Z134P 1.229 1.228 D300Z135P 1.257 1.256 D301Z136P 1.285 1.283 D302Z137P 1.313 1.311 D303Z138P 1.341 1.34 D304Z139P 1.369 1.368 D305Z140P 1.397 1.396
-0.006325 -0.006332 -0.006338 -0.006344 -0.006351 -0.006352 -0.006307 -0.006319 -0.00633 -0.006336 -0.006342 -0.006348 -0.006352 -0.006352 -0.004471 -0.004559 -0.004542 -0.004559 -0.004571 -0.004672 0.01261 -157.9 -82.52 -85.6 -98.19 -133.4 -81.37 0.006526 0.02182 0.03073 0.009991 0.01042 0.01075 0.01098 0.01114 0.01124 0.0113 0.01131 0.01131
-1.4272 -1.4409 -1.4490 -1.4535 -1.4464 -1.4464 -1.3826 -1.4016 -1.4232 -1.4340 -1.4456 -1.4523 -1.4502 -1.4460 -0.7661 -0.6351 -0.6449 -0.5211 -0.5784 -0.3338 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -1.3698 -1.3899 -1.4180 -1.4260 -1.4409 -1.4494 -1.4552 -1.4448 -1.4460
17:07:07 03/17/10
1.3260 1.3405 1.3488 1.3542 1.3454 1.3461 1.2743 1.3041 1.3234 1.3355 1.3459 1.3518 1.3505 1.3468 0.7489 0.5985 0.6403 0.4716 0.5738 0.2859 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.3590 1.3902 1.4183 1.4298 1.4431 1.4513 1.4555 1.4491 1.4488
-0.1190 -0.1190 -0.1190 -0.1190 -0.1190 -0.1190 -0.1191 -0.1190 -0.1190 -0.1190 -0.1190 -0.1190 -0.1190 -0.1190 0.0079 0.0226 0.0627 0.0893 0.1591 0.2090 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0308 0.0308 0.0308 0.0308 0.0308 0.0308 0.0308 0.0308 0.0308
0.9099 1.606 134.8 0.9357 1.633 135.9 0.9617 1.661 137 0.9879 1.69 138.1 1.014 1.718 139.2 1.04 1.746 140.3 0.8467 1.538 132 0.8716 1.565 133.1 0.8971 1.592 134.2 0.9228 1.62 135.3 0.9487 1.647 136.4 0.9748 1.675 137.5 1.001 1.704 138.6 1.027 1.732 139.8 -0.9857 1.925 91.62 -1.281 2.132 87.87 -1.601 2.362 83.77 -2 2.656 78.59 -2.508 3.035 71.98 -3.191 3.632 62.4 494.9 0.5085 93.35 993 3.525 -149.3 993.3 0.002849 -69.18 994.2 2.561 -59.31 994.5 0.04268 -66.87 995.4 2.48 -88.84 995.8 0.1237 -31.02 -7.03 -3.53 8.597 -5.808 -2.51 26.31 -4.516 -2.297 44.61 0.8254 0.8245 131.5 0.8521 0.8511 132.6 0.8793 0.8782 133.7 0.9069 0.9057 134.8 0.9347 0.9335 135.9 0.9627 0.9615 137 0.9908 0.9895 138.1 1.019 1.018 139.2 1.047 1.046 140.3
Joint Support Reactions for Load Case "COMBO 2-2": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D2Z0P -167.88 0.0 -163.23 0.0 -1653.01 0.0 0.0 1669.51 0.0 -2.56 0.0 2.0 0.0 -1.60 0.0 0.0 D29Z0P -37.85 0.0 6.06 0.0 192.03 0.0 0.0 195.82 0.0 1.17 0.0 -0.8 0.0 -0.00 0.0 0.0 D153Z0P -189.04 0.0 -179.82 0.0 1817.00 0.0 0.0 1835.63 0.0 -2.76 0.0 2.2 0.0 -0.01 0.0 0.0 D228Z0P -6.86 0.0 -28.44 0.0 145.07 0.0 0.0 147.99 0.0 0.62 0.0 -1.5 0.0 -1.49 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-2":
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -----------------------------------------------------------------------------------------------------D0Z93P 0.4962 0.4962 -0.7172 -0.4957 -0.0000 0.7172 0.5091 496.1889 0.0126 D1Z93P 1.0292 1.0292 -1.4645 -1.0286 -1.0287 1.4645 0.5091 0.4756 -0.0045 D2Z0P 1.2844 1.2844 -2.2480 166.5991 161.9499 1655.2599 0.0000 0.0000 0.0000 D3Z9P 2.3586 2.3586 -4.6076 -2.3586 -2.3586 4.6076 -0.0065 -0.0071 0.0062 D4Z13P 1.0743 1.0743 -2.3596 -1.0742 0.1531 2.2771 0.0039 1000.0000 -82.5153 D5Z19P 8.1396 3.8656 -7.3670 -8.1396 -3.8656 7.3670 0.0227 0.0214 0.0209 D6Z26P 1.2791 1.2791 -2.8008 -1.2791 -1.2791 2.8009 0.0257 0.0244 0.0214 D7Z31P 1.2791 1.2791 -2.8008 -1.2790 0.1817 2.7026 0.0447 1000.0000 -98.1950 D8Z26P 7.1480 2.8129 -5.0074 -7.1479 -2.8129 5.0074 0.0260 0.0233 0.0294 D9Z13P 2.5654 1.4640 -3.4828 -2.5653 -1.4639 3.4828 0.0079 0.0065 0.0158 D10Z31P 10.6654 3.7322 -6.4008 -10.6653 -3.7322 6.4009 0.0454 0.0430 0.0327 D11Z36P 3.2130 3.2130 -5.0561 -3.2129 -3.2129 5.0561 0.0693 0.0673 0.0355 D12Z45P 1.9935 1.9935 -3.8288 -1.9934 -1.9934 3.8288 0.0888 0.0866 0.0406 D13Z45P 1.9935 1.9935 -3.8288 -1.9934 -1.9934 3.8288 0.0887 0.0877 0.0306 D14Z50P 1.0892 1.0892 -1.8885 -1.0891 0.1215 1.8071 0.1257 1000.0000 -81.3727 D15Z55P 3.1324 3.1324 -5.0038 -3.1322 -3.1322 5.0038 0.1611 0.1592 0.0412 D16Z68P 7.4033 7.4033 -5.1122 -7.4031 -7.4031 5.1122 0.2434 0.2195 -0.0044 D17Z68P 7.4033 7.4033 -5.1122 -7.4031 -7.4031 5.1122 0.2532 0.2516 0.0409 D18Z55P 7.1859 7.1859 -5.3458 -7.1858 -7.1858 5.3458 0.1531 0.1366 -0.0042 D19Z75P 1.9927 1.9927 -2.8484 -1.9923 -1.9924 2.8484 0.3108 0.2851 -0.0045 D20Z75P 6.3178 6.3178 -3.1904 -6.3175 -6.3175 3.1905 0.3123 0.3112 0.0397 D21Z81P 1.5327 1.5327 -2.1115 -1.5323 -1.5323 2.1115 0.3675 0.3375 -0.0044 D22Z81P 1.5327 1.5327 -2.1115 -1.5323 -1.5323 2.1115 0.3716 0.3709 0.0369 D23Z86P 1.2150 1.2150 -1.6721 -1.2146 -1.2146 1.6721 0.4186 0.4179 0.0345 D24Z86P 1.2150 1.2150 -1.6721 -1.2146 -1.2146 1.6721 0.4180 0.3874 -0.0045 D25Z90P 1.0800 1.0800 -1.5014 -1.0795 -1.0796 1.5014 0.4600 0.4272 -0.0045 D26Z90P 1.0800 1.0800 -1.5014 -1.0795 -1.0795 1.5014 0.4633 0.4628 0.0317 D27Z93P 1.0292 1.0292 -1.4645 -1.0286 -1.0286 1.4645 0.5086 0.5079 0.0289 D28Z50P 1.0892 1.0892 -1.8885 -1.0891 -1.0891 1.8886 0.1260 0.1240 0.0410 D29Z0P 1.2844 1.2844 -2.2480 36.5652 -7.3416 -189.7870 0.0000 0.0000 0.0000 D30Z9P 2.3586 2.3586 -4.6076 -2.3586 -0.0106 4.4497 0.0030 1000.0000 -157.8591 D31Z19P 2.3533 2.3533 -5.1604 -2.3533 -2.3533 5.1604 0.0079 0.0032 -0.0021 D32Z26P 1.2791 1.2791 -2.8008 -1.2791 -0.0058 2.7152 0.0299 1000.0000 -85.5988 D33Z26P 1.2791 1.2791 -2.8008 -1.2791 -1.2791 2.8008 0.0299 0.0261 -0.0029 D34Z13P 1.0743 1.0743 -2.3596 -1.0742 -1.0742 2.3596 0.0051 0.0036 -0.0016 D35Z31P 1.2791 1.2791 -2.8008 -1.2790 -1.2790 2.8008 0.0447 0.0383 -0.0032 D36Z36P 2.1834 2.1834 -4.7411 -2.1833 -2.1834 4.7411 0.0604 0.0511 -0.0035 D37Z45P 1.9935 1.9935 -3.8288 -1.9934 -1.9934 3.8288 0.0986 0.0892 -0.0040 D38Z45P 1.9935 1.9935 -3.8288 -1.9934 -0.0090 3.6954 0.0986 1000.0000 -133.4105 D39Z50P 1.0892 1.0892 -1.8885 -1.0891 -1.0891 1.8885 0.1258 0.1124 -0.0041 D40Z113P 0.5533 0.5533 -0.7789 -0.5525 -0.5525 0.7790 0.8192 0.8188 0.0400 D41Z113P 0.5533 0.5533 -0.7789 -0.5525 -0.5525 0.7789 0.8191 0.8138 -0.0049 D42Z110P 0.5498 0.5498 -0.7789 -0.5491 -0.5491 0.7790 0.7626 0.7621 0.0389 D43Z110P 0.5498 0.5498 -0.7789 -0.5491 -0.5491 0.7789 0.7625 0.7523 -0.0048 D44Z107P 0.5719 0.5719 -0.8261 -0.5712 -0.5712 0.8261 0.7075 0.7070 0.0376 D45Z107P 0.5719 0.5719 -0.8261 -0.5712 -0.5712 0.8261 0.7074 0.6926 -0.0048 D46Z103P 0.5681 0.5681 -0.8261 -0.5674 -0.5674 0.8261 0.6543 0.6538 0.0359 D47Z103P 0.5681 0.5681 -0.8261 -0.5674 -0.5674 0.8261 0.6542 0.6346 -0.0047 D48Z100P 0.5390 0.5390 -0.7789 -0.5384 -0.5384 0.7789 0.6033 0.6027 0.0339 D49Z100P 0.5390 0.5390 -0.7789 -0.5384 -0.5384 0.7789 0.6030 0.5787 -0.0046
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
269 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
270 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
271 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 8.8379 1.2844 7.0779 1.2791 6.0710 2.5654 7.2799 2.1834 1.9935 1.9935 1.0892 0.5533 0.5498 0.5719 0.5681 0.5390 0.4962 1.0352 2.4193 1.1032 0.4962 1.1070 1.1217 1.0654 0.5121 0.7540 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780
1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 4.0520 1.2844 2.4949 1.2791 1.4226 1.4640 2.8474 2.1834 1.9935 1.9935 1.0892 0.5533 0.5498 0.5719 0.5681 0.5390 0.4962 1.0352 2.4193 1.1032 0.4962 1.1070 1.1217 1.0654 0.5121 0.7540 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780
-3.8288 -1.8885 -5.1122 -5.0038 -2.8484 -2.1115 -1.6721 -1.5014 -4.6076 -6.8141 -2.2480 -6.9257 -2.8008 -4.5661 -3.4828 -5.0074 -4.7411 -3.8288 -3.8288 -1.8885 -0.7789 -0.7789 -0.8261 -0.8261 -0.7789 -0.7172 -1.4961 -2.8402 -1.5578 -0.7172 -1.6050 -1.6050 -1.5096 -0.7307 -1.1798 -0.8813 -1.8904 -0.8644 -0.8545 -1.8706 -0.8446 -0.6331 -0.2976 -0.2108 -0.2108 -0.0929 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868
-1.9934 -1.0891 -7.4031 -3.1322 -1.9924 -1.5323 -1.2146 -1.0796 -2.3586 -8.8379 5.5763 -7.0779 -1.2791 -6.0710 -2.5653 -7.2799 -2.1834 -1.9934 -1.9934 -1.0891 -0.5525 -0.5491 -0.5712 -0.5674 -0.5384 -0.4957 -1.0346 -2.4186 -1.1024 -0.4957 -1.1064 -1.1210 -1.0646 -0.5112 -0.7531 -0.4834 -2.6369 -0.4857 -0.4800 -2.6424 -0.4754 -0.4439 -0.2824 -0.2054 -0.2053 -0.0815 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766
17:07:07 03/17/10
-1.9934 -0.1313 -7.4031 -3.1322 -1.9923 -1.5323 -1.2146 -1.0795 -0.0106 -4.0520 27.1561 -2.4949 -0.0058 -1.4226 -1.4639 -2.8474 -2.1833 -1.9934 -0.0090 -1.0891 -0.5525 -0.5491 -0.5712 -0.5674 -0.5384 -0.4956 -1.0346 -2.4186 -1.1024 -0.4957 -1.1064 -1.1210 -1.0646 -0.5112 -0.7531 -0.4834 -2.6369 -0.4857 -0.4800 -2.6424 -0.4754 -0.4439 -0.2824 -0.2054 -0.2054 -0.0815 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766
3.8287 1.9529 5.1122 5.0038 2.8484 2.1115 1.6721 1.5014 4.7654 6.8141 -142.8229 6.9257 2.8864 4.5661 3.4828 5.0074 4.7411 3.8288 3.9622 1.8885 0.7789 0.7789 0.8261 0.8261 0.7789 0.7172 1.4961 2.8402 1.5578 0.7172 1.6050 1.6050 1.5096 0.7307 1.1798 0.8813 1.8904 0.8644 0.8545 1.8705 0.8445 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868
0.0785 0.0775 0.1144 957.9005 0.2216 0.2421 0.1384 0.1511 0.2871 0.3096 0.3397 0.3667 0.3897 0.4175 0.4293 0.4594 0.0066 1000.0000 0.0067 0.0021 0.0000 0.0000 0.0053 0.0067 0.0294 1000.0000 0.0295 0.0280 0.0066 0.0039 0.0412 0.0428 0.0535 0.0584 0.0913 0.0966 0.0913 1000.0000 0.1144 0.1237 0.8155 0.8187 0.7540 0.7620 0.6942 0.7070 0.6363 0.6537 0.5804 0.6025 0.5277 0.5544 0.5529 0.5772 0.6645 0.6795 0.7842 0.7898 0.5021 0.5308 0.6077 0.6275 0.7236 0.7340 0.8463 0.8472 0.8832 0.8817 0.9023 0.8998 0.9302 0.9274 0.9592 0.9555 0.9883 0.9840 1.0178 1.0127 1.0475 1.0420 1.0775 1.0712 1.1075 1.1007 1.1724 1.1615 1.1288 1.1205 1.1502 1.1406 1.4031 1.4096 1.1844 1.1744 1.2090 1.2011 1.2343 1.2282 1.2599 1.2557 1.2857 1.2835 1.3117 1.3114 1.3379 1.3395 1.3640 1.3676
-0.0374 64.3708 -0.0045 -0.0043 -0.0046 -0.0045 -0.0046 -0.0045 157.8568 -0.0014 0.0000 -0.0021 85.5930 -0.0031 -0.0018 -0.0034 -0.0036 -0.0042 133.4031 -0.0043 -0.0049 -0.0048 -0.0048 -0.0047 -0.0047 -0.0046 -0.0046 -0.0047 -0.0048 -0.0046 -0.0047 -0.0048 -0.0049 -0.0054 -0.0057 -0.0057 -0.0057 -0.0057 -0.0058 -0.0058 -0.0058 -0.0058 -0.0063 -0.0060 -0.0061 -0.0064 -0.0063 -0.0063 -0.0063 -0.0063 -0.0063 -0.0063 -0.0063 -0.0064
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 2.3586 1.2791 1.9935 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 2.3586 1.2791 1.9935 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.6549 -3.4573 -0.7172 -4.6076 -2.3596 -2.8008 -2.8008 -3.8288 -1.8885 -4.6076 -2.8008 -3.8288 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0815 -0.1530 -0.1533 -2.1745 -0.1538 -0.1540 -0.1543 -2.1893 -0.1595 -0.5325 -3.3359 -3.4289 -0.8644 -1.1277 -6.2002 -0.0000 -0.0106 0.1531 -0.0058 0.1817 -0.0090 0.1215 -2.3586 -1.2791 -1.9934 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766 -0.0815
17:07:07 03/17/10
-0.0815 -0.1531 -0.1533 -2.1745 -0.1538 -0.1540 -0.1543 -2.1893 -0.1595 -0.5325 -3.3359 -3.4289 -0.8644 -1.1276 -6.2002 -0.4957 -2.3586 -1.0742 -1.2791 -1.2790 -1.9934 -1.0891 -2.3586 -1.2791 -1.9934 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766 -0.0815
0.0929 0.1735 0.1735 1.1023 0.1735 0.1735 0.1735 1.1023 0.1797 0.7473 1.0961 1.2600 1.1935 1.6549 3.4573 0.7172 4.4497 2.2771 2.7152 2.7026 3.6954 1.8071 4.6076 2.8009 3.8288 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
1.3901 1.1967 1.2216 1.2471 1.2728 1.2987 1.3248 1.3510 1.3771 0.4542 0.4109 0.3667 0.3154 0.2527 0.2139 496.1889 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 -0.0071 0.0244 0.0877 1.1754 1.2021 1.2293 1.2569 1.2847 1.3127 1.3408 1.3689 1.3970
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 130.67 1538.54 -422.64 -788.12 2655.50 437.40 1301.47 D128P 130.67 788.12 -2655.48 -39.71 6849.23 366.65 2054.53 D129P 130.66 -223.01 -1652.45 384.20 -2818.26 80.37 -2229.00 D130P 130.65 -37.66 -560.00 -580.86 6828.21 -251.25 2546.15 D131P 130.64 -16.10 227.13 357.47 -4629.63 104.83 -1351.96 D132P 130.64 -122.37 -3108.95 -793.19 18824.08 -226.12 3881.29 D133P 130.63 793.19 -18824.08 789.40 -23109.80 283.64 -7515.54 D134P 130.63 -2.64 -1858.15 -485.10 -16596.50 -98.49 -3726.53 D135P 130.63 -2.64 1858.16 356.87 -908.78 61.01 163.51 D136P 130.62 -356.87 908.79 -342.56 3057.71 -84.35 478.34 D137P 130.62 342.56 -3057.70 13.48 118.35 70.89 -585.23 D138P 130.62 -13.48 -118.35 400.48 -2097.36 76.52 -438.09 D139P 130.62 -400.48 2097.37 -420.90 5283.47 -108.30 973.21
1.3956 -0.0064 1.1877 -0.0063 1.2145 -0.0063 1.2419 -0.0063 1.2696 -0.0063 1.2974 -0.0063 1.3255 -0.0063 1.3536 -0.0064 1.3816 -0.0064 0.4855 -0.0045 0.4397 -0.0046 0.3941 -0.0045 0.3404 -0.0046 0.2743 -0.0046 0.2275 -0.0047 0.5085 0.0126 0.0020 -157.8594 0.0028 -82.5152 0.0280 -85.5990 0.0427 -98.1950 0.0966 -133.4107 0.1237 -81.3727 -0.0077 0.0065 0.0232 0.0218 0.0866 0.0307 1.1745 0.0100 1.2011 0.0104 1.2282 0.0107 1.2557 0.0110 1.2835 0.0111 1.3115 0.0112 1.3395 0.0113 1.3676 0.0113 1.3956 0.0113
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
130.62 420.90 130.62 -32.93 130.62 -378.76 90.09 -2254.47 601.37 625.05 90.08 -1394.19 90.09 3108.87 90.10 2304.28 90.11 1498.86 6.42 -579.44 6.41 20.69 53.40 271.74 -0.06 389.74 -0.03 -34.27 601.36 625.04 130.63 485.10 130.64 -357.47 130.65 580.86 130.66 -384.20 130.66 39.71 90.09 -5306.80 90.09 2661.55 90.10 -3043.65 90.10 -3552.05 90.10 2180.73 90.11 -2371.34 90.11 -2420.07 90.12 1661.39 6.41 717.76 6.41 -316.79 6.42 1062.61 6.42 411.79 6.43 400.99 53.41 -71.67 53.42 228.15 -0.06 -261.01 -0.05 -71.10 -0.04 -43.77 -0.03 -59.48 -0.02 -32.01 -0.01 25.01 -0.01 -18.63 -0.06 85.40 -0.05 -144.99 -0.05 -36.34 -0.04 -30.50 -0.03 -25.72 -0.02 -11.96 -0.02 17.72 -0.01 24.43 -0.00 13.29 -29.38 -10433.79 -29.38 -3764.84 -29.38 2456.66
-5283.47 1095.29 663.36 -3771.17 3781.09 781.64 3483.61 2765.65 1696.88 -703.15 -2807.87 290.57 -864.59 23.81 -3781.07 16596.51 4629.65 -6828.19 2818.27 -6849.22 -7056.04 3072.75 -4541.61 -4739.30 2555.26 -3504.69 -2907.25 1465.09 637.72 -1510.35 -274.88 297.93 -16.69 -84.08 779.54 30.10 65.61 229.70 38.79 23.30 206.70 21.39 -587.30 -512.23 -421.49 -314.74 -182.80 -109.07 -93.97 -61.89 -1.65 998.26 408.85 -129.20
32.93 378.76 -289.53 -3108.88 1112.80 2254.46 5306.78 3552.04 2420.05 -1062.64 -701.06 71.68 -85.42 11.93 520.28 789.40 122.37 16.10 37.66 223.01 -2661.56 3043.63 -2304.29 -2180.75 2371.32 -1498.88 -1661.41 919.26 -20.71 -717.78 316.77 579.42 -411.81 -228.15 886.95 144.97 36.32 30.48 25.70 -17.74 -24.46 -13.31 260.99 71.08 43.75 59.46 34.25 31.98 -25.04 18.61 -0.02 3764.85 -2783.72 7133.97
-1095.29 -663.36 1358.42 -3483.63 -2016.47 3771.15 7056.03 4739.28 2907.23 274.90 2274.80 84.11 587.28 109.05 1720.49 23109.81 3108.96 -227.12 560.02 1652.47 -3072.76 4541.59 -2765.66 -2555.28 3504.68 -1696.90 -1465.10 1655.04 2807.89 -637.70 1510.37 703.17 -297.90 -779.51 -331.46 512.21 421.47 314.72 182.78 93.94 61.87 1.63 -30.12 -65.63 -229.72 -38.81 -23.83 -23.33 -206.72 -21.42 -0.03 -408.85 292.40 -59.90
17:07:07 03/17/10
83.74 72.48 -77.45 -3230.94 1642.24 516.68 5069.67 3527.90 2360.79 -1155.81 -478.89 341.31 548.88 -40.29 541.16 178.31 -69.47 217.82 -164.34 151.77 -4800.22 3436.86 -3221.65 -3453.49 2742.20 -2331.45 -2458.72 1554.61 490.63 -728.21 970.91 697.68 -7.62 -297.98 1108.25 -209.30 -62.73 -23.98 -60.93 -89.73 1.01 -57.62 624.75 -133.31 13.36 52.23 15.38 36.12 -13.20 77.63 23.93 -3887.13 -3208.16 4781.68
-1177.04 90.52 234.31 -4370.36 1667.54 2734.41 6349.18 4521.04 2773.56 -301.44 -375.22 372.38 -500.17 239.62 -973.60 5555.26 2286.54 -2574.42 1602.09 -3002.04 -6101.69 4586.95 -4401.97 -4394.32 3650.57 -3133.49 -2633.95 1879.60 2425.26 -1511.95 869.63 704.64 -221.43 -858.29 445.33 978.10 878.49 981.91 399.61 211.46 484.39 41.52 -1113.58 -1042.24 -1174.53 -637.67 -372.69 -238.80 -542.33 -150.26 -3.03 343.55 343.55 -94.28
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-29.38 -29.38 -29.38 -29.37 -29.37 -29.37 -29.37 -29.37 -29.37 -29.37 -29.37 -29.37 -29.37 65.23 160.47 65.24 65.23 65.23 65.23 -11.58 -11.58 29.40 -0.00 -0.00 160.47 -29.37 -29.38 -29.38 -29.38 -29.38 65.23 65.23 65.23 65.23 65.23 65.23 65.23 65.23 -11.58 -11.58 -11.58 -11.58 -11.58 29.40 29.40 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
1480.81 537.95 -963.87 -5092.91 1986.18 1986.19 -5166.32 4256.68 -903.12 -4625.11 4015.72 288.62 -4514.06 2870.49 677.95 -6673.15 -3224.54 -2823.61 -1889.35 -385.46 -2056.55 152.03 -169.46 -82.07 677.97 -4897.39 -2355.49 -52.55 -7133.95 2783.74 2813.83 -3750.81 1570.66 2102.52 -2539.18 1207.69 979.73 -1222.38 903.19 -154.91 860.41 449.89 73.72 -298.91 62.98 -340.91 -253.75 -73.57 -120.54 -34.14 101.43 12.66 197.50 94.46
12.85 -19.30 5.56 2.92 -2.24 2.24 40.75 -49.16 2.39 -98.94 176.31 -140.13 -213.60 3870.54 -720.31 -8082.49 -5183.20 -4798.60 -3176.79 -185.26 -1301.54 254.89 91.55 -65.26 720.31 7.60 7.77 -42.08 59.90 -292.40 4077.55 -6110.87 2441.28 3102.27 -4280.94 2002.60 1283.96 -1860.62 544.76 -1247.76 -454.02 -886.37 288.76 -151.36 -21.84 -356.24 -196.35 -78.06 -118.64 -53.89 60.04 -20.86 -111.32 -255.24
52.56 2355.50 5092.91 -7458.11 4897.38 5166.33 -4256.67 903.13 4625.11 -4015.72 -288.61 4514.06 -3519.71 3224.53 9059.55 -2870.50 -2813.84 -2102.53 -979.75 -860.43 -6834.97 298.88 -197.52 -20.28 -2330.76 -7458.12 963.88 -537.93 -1480.79 -2456.65 3750.79 -1570.68 2823.59 2539.17 -1207.71 1889.33 1222.36 -1403.38 2056.53 -903.21 154.89 385.44 -449.91 -63.01 55.06 -94.49 -34.17 -11.89 -33.66 28.69 38.28 1.73 340.89 253.72
42.08 -7.77 -2.92 -16.89 -7.60 -40.75 49.16 -2.39 98.94 -176.31 140.13 213.60 -376.51 5183.18 -585.03 -3870.56 -4077.56 -3102.29 -1283.98 454.04 5977.21 151.36 111.29 38.37 313.52 16.89 -5.56 19.30 -12.85 129.20 6110.85 -2441.29 4798.58 4280.93 -2002.62 3176.77 1860.61 -1892.85 1301.56 -544.74 1247.78 185.29 886.39 21.84 -182.21 255.21 116.09 77.21 70.77 -24.31 -40.86 -12.20 356.22 196.33
17:07:07 03/17/10
622.86 888.55 1019.78 -2249.44 1389.99 1231.90 -1136.36 1027.33 735.90 -1139.34 687.74 1006.55 -931.05 3671.70 9201.77 -5731.92 -3637.58 -2967.56 -1728.37 -876.95 -6258.48 448.14 -661.89 -184.60 -780.93 -1728.64 -411.18 -215.46 -4085.37 188.95 3954.59 -3205.71 2647.14 2796.19 -2257.17 1865.68 1326.56 -1581.78 2083.26 -744.78 714.64 587.96 -264.79 -359.70 117.32 -785.29 -519.29 -154.13 -278.12 -9.82 251.98 25.95 971.04 628.00
22.31 -8.31 0.65 -2.50 -1.99 -6.63 10.84 -10.26 20.03 -36.29 58.39 15.40 -68.39 5454.05 -1233.52 -7179.01 -5578.77 -4759.57 -2687.21 189.19 3291.07 403.75 365.85 -48.50 488.48 3.43 0.65 -8.31 22.31 -94.28 6137.59 -5151.90 4361.36 4447.71 -3785.28 3120.10 1894.32 -2261.13 1299.57 -1261.69 558.71 -493.47 827.16 -128.72 -202.79 -182.22 -144.76 -1.54 -86.34 -141.05 34.60 -59.63 441.72 -106.24
Helman O. Mozo
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Job
275 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -448.71 -448.71 -448.70 -448.70 -448.70 -448.71 -448.71 -448.72 -448.72 -448.73 -448.73 70.48 393.61 712.19 776.69 1337.30 -329.51 -601.57 -329.51 -329.51 -329.51 -329.52 33.39 33.40 13.26 0.04 0.02 -601.56 -448.71 -448.70 -448.70 -448.70 -448.71 -329.51 -329.51 -329.51 -329.52 -329.52 -329.52 -329.52 -329.53 33.40 33.40 33.39 33.39 33.39 13.26
34.15 -116.11 11.87 -77.23 33.64 -70.80 20.26 -38.39 -28.72 24.29 -38.30 40.84 -1.75 12.18 1846.79 1238.05 917.30 3385.61 -275.32 -528.08 -48.74 -2137.01 -16.96 193.51 -122.13 3032.22 793.53 18801.29 -1.25 1919.62 -1.25 -1919.62 -365.20 -891.31 366.31 3092.90 34.85 208.98 -650.86 -2351.70 716.01 5636.64 -238.41 -1382.16 -549.15 -777.73 -2393.24 -3572.37 -107.55 -3941.60 404.33 -2207.43 2663.98 4111.26 1956.85 3297.94 1235.72 1993.48 -529.29 -705.34 -70.74 -3127.42 631.56 -127.37 -639.93 757.16 -33.24 43.33 -107.55 3941.58 483.90 -16708.59 -357.33 -4751.48 579.13 7705.37 -335.03 -341.99 -44.16 7477.88 -4601.88 -8165.20 2266.12 3690.78 -2771.46 -4981.24 -3100.48 -5447.48 1833.97 3129.22 -2117.53 -3857.10 -2129.39 -3619.07 1420.97 2281.92 671.36 862.59 -212.39 -1525.90 1047.62 -107.02 539.95 371.98 -359.18 -533.98 -280.34 30.82
73.54 78.04 120.51 118.62 82.05 65.23 34.11 53.87 -101.46 -60.07 -12.68 20.83 -0.02 -0.02 -917.30 -3385.63 44.16 -7477.89 335.03 341.98 -579.13 -7705.39 357.33 4751.46 -793.53 -18801.30 789.47 23110.87 -483.90 16708.58 365.20 891.30 -366.31 -3092.90 -34.85 -159.62 650.86 2382.41 -716.01 -5606.35 238.41 1388.29 549.15 831.03 -625.09 -1634.30 -2664.00 -4111.27 1457.41 2157.89 2393.23 3572.35 4601.87 8165.18 3100.47 5447.46 2129.38 3619.05 -1047.64 107.04 -2614.43 553.34 280.34 -30.85 303.73 812.73 11.56 127.27 232.31 -874.83 789.47 -23110.88 122.13 -3032.23 16.96 -193.52 48.74 2136.99 275.32 528.07 -2266.14 -3690.80 2771.45 4981.22 -1956.86 -3297.96 -1833.99 -3129.24 2117.51 3857.08 -1235.74 -1993.50 -1420.99 -2281.94 877.91 549.37 70.72 3127.44 -671.38 -862.57 212.37 1525.92 529.27 705.37 -539.98 -371.96 -302.58 816.70
17:07:07 03/17/10
194.23 238.76 208.65 98.07 -234.78 -91.95 -3.20 541.77 471.02 29.77 -255.04 104.52 -226.15 283.71 -97.97 62.69 -88.22 65.99 135.58 -180.23 176.11 65.12 -136.08 -3046.53 1275.59 1680.21 4377.02 3046.58 2027.17 -1109.95 -1890.01 906.30 -606.37 -39.11 58.95 178.16 -69.49 217.51 -135.77 133.54 -4137.36 3034.68 -2848.39 -2972.57 2380.41 -2020.04 -2138.78 1384.87 522.33 -622.06 886.87 752.60 -632.89 -579.34
-68.67 74.66 -10.03 27.92 -64.53 111.23 21.92 -1251.76 -2004.82 -92.79 -3997.99 1518.55 -3894.61 7511.65 3761.57 -177.11 -480.48 584.02 512.37 -1049.31 1296.27 -115.51 -279.53 -4628.70 -1685.58 819.78 7395.45 5268.32 3381.04 -421.13 -1811.82 -157.25 2831.46 307.69 1449.01 -5571.09 -2299.86 2741.00 851.24 4624.85 -7142.17 5224.10 -4987.47 -5166.70 4208.62 -3524.46 -3554.82 1705.60 2808.47 -1681.18 998.72 758.31 -637.67 842.31
Helman O. Mozo
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Job
276 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
13.25 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.00 -464.31 -464.31 -464.32 -464.33 -464.34 -464.36 -464.37 -464.39 -464.40 -464.41 -464.42 550.74 1058.53 1559.18 1623.68 1623.67 -419.14 -251.08 -419.14 -419.13 -419.12 -419.11 12.26 12.26 -21.21 -0.01 -0.00 -251.09 -464.38 -464.35 -464.34 -464.33 -464.32 -419.13 -419.13 -419.13 -419.12
302.58 -9.65 -135.01 -27.60 -63.55 -32.29 25.08 -18.64 -303.76 -51.26 -60.21 -24.45 -27.24 -11.58 17.61 24.46 13.29 5788.09 1952.95 -2058.91 -2235.34 696.52 -7035.75 9178.10 -1715.63 -1715.64 4576.46 -3597.94 954.99 3754.28 -2999.98 -471.06 4239.04 2423.87 -907.81 -4444.24 -2965.40 -2464.84 -1624.30 -300.80 -2077.43 -1008.75 -1456.76 -69.39 -907.83 4991.53 5835.51 16.27 6267.06 -935.37 2322.91 -3252.80 1289.71 1682.46
-816.72 987.89 127.19 51.24 88.87 60.18 260.43 24.42 59.84 27.21 40.34 -17.63 217.33 -24.49 25.54 -13.31 -812.75 9.63 -543.01 134.98 -454.90 27.58 -337.58 63.52 -203.32 33.21 -127.29 32.26 -109.93 -25.11 -67.18 18.61 -4.52 -0.03 455.10 -1952.97 162.77 935.35 -75.36 -6267.07 7.89 -16.29 -19.59 -5835.52 6.78 -9178.11 4.62 8017.25 0.99 -4991.52 -0.99 -4576.46 47.86 3597.93 -76.87 -954.99 30.99 -3754.28 294.12 2999.98 -243.16 471.05 120.60 -4239.04 106.21 3260.26 3231.04 2965.39 481.74 -10888.12 -3741.38 -2423.89 -4809.61 -2322.93 -4222.60 -1682.47 -2661.47 -693.47 -160.48 -841.52 -1347.02 -8356.12 -208.45 -608.30 -1268.55 -407.83 -64.31 -8.29 -481.74 1296.38 9.31 8017.26 8.58 7035.73 -43.28 -696.53 51.73 2235.33 -185.04 2058.89 3298.67 3252.79 -5327.85 -1289.72 2001.40 2464.83 2481.79 2176.94
-81.86 1282.55 -893.07 542.99 75.00 1208.73 454.87 -134.95 980.70 337.56 -5.73 1078.54 203.30 -65.53 474.59 109.91 -90.04 270.98 67.16 1.07 513.12 4.50 -57.62 54.19 -127.21 -530.49 -1695.31 -88.89 150.99 -1139.70 -260.46 -58.85 -1290.21 -59.86 70.47 -716.83 -43.35 10.78 -444.90 -40.36 37.31 -302.37 -217.36 -13.52 -590.30 -25.57 77.69 -167.29 -0.02 23.92 -8.20 -162.77 2235.38 170.39 185.04 1414.99 170.39 -51.73 -4151.15 -63.36 43.28 -914.61 20.79 -8.58 -1578.14 -8.65 -4.62 -4004.46 0.53 -17.35 3081.81 -2.28 -9.31 -1354.37 -1.68 -47.86 -1083.71 -8.41 76.87 985.79 15.04 65.53 -906.50 -2.26 -245.84 -553.47 -42.48 290.76 890.59 77.12 -114.46 -466.65 -65.99 -106.21 -987.15 3.02 212.63 869.11 36.95 4809.60 3246.54 4843.76 894.70 -11146.95 1300.72 -3231.06 -4125.00 -4187.65 -3298.68 -3185.74 -4884.51 -2481.80 -2498.38 -4038.80 -1146.60 -1396.25 -2294.01 629.85 -804.05 330.38 7042.05 -7343.88 4008.57 -179.15 -1607.11 -385.22 643.80 -3362.99 -1126.81 37.97 -140.11 -47.50 630.25 183.58 70.17 17.35 1820.04 3.73 -6.78 3803.08 0.53 19.59 -248.22 -8.65 -7.89 4032.08 20.79 75.36 649.03 -63.36 5327.84 3358.86 5196.69 -2001.42 -2736.46 -4415.22 4222.59 2261.77 3749.39 3731.63 2324.94 3743.02
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
277 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-419.12 -419.12 -419.11 -419.11 12.26 12.26 12.26 12.26 12.26 -21.21 -21.21 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00
-2176.96 953.35 693.46 -1013.83 883.74 -51.95 841.50 472.24 -565.41 608.33 -546.87 -372.53 -226.41 -56.27 -105.90 -22.93 108.42 15.42 407.81 73.98 12.03 -3.39 20.09 8.27 -38.87 -42.14 -3.53
-3731.64 1513.23 1146.58 -1986.10 402.70 -1230.45 -629.83 -969.77 861.21 179.15 -33.09 -61.16 -266.67 -61.31 -122.69 -54.05 60.09 -20.91 -643.82 -142.85 -142.89 -70.88 -72.35 -38.00 24.23 40.83 12.15
-953.36 1624.28 1013.81 -1293.92 2077.41 -883.76 51.93 300.78 -472.26 546.90 -1927.05 -74.01 -12.06 3.36 -20.11 38.84 42.12 3.50 372.51 226.39 56.24 105.87 69.36 22.90 -108.45 -15.45 -0.03
-1513.24 2661.45 1986.08 -539.47 1347.04 -402.68 1230.47 160.50 969.79 33.09 131.38 142.83 142.87 70.85 72.32 -24.26 -40.86 -12.17 61.14 266.65 61.28 122.67 64.28 54.02 -60.12 20.89 -0.03
17:07:07 03/17/10
-1885.74 1552.79 1028.47 -1390.21 2084.27 -658.62 628.86 544.11 -730.39 1148.13 -2458.72 -805.38 -430.10 -95.41 -227.27 28.70 271.52 34.13 1407.39 541.75 123.14 184.83 161.33 56.22 -265.71 -103.87 -6.41
-3159.57 2514.86 1887.15 -1521.43 1231.60 -1149.52 422.77 -569.62 1288.79 210.94 97.69 147.29 -223.29 17.21 -90.85 -141.24 34.70 -59.68 -1050.93 223.28 -147.20 93.42 -14.54 28.91 -64.72 111.32 21.86
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 9 "COMBO 2-3"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------D0Z93P 0.484 -496.2 -0.02358 0.0000 0.0000 0.0000 0.484 -497.5 93.31 D1Z93P 0.4834 -0.4812 -0.04104 0.8054 0.8307 0.1357 1.808 -1.806 93.29 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.005569 -1000 157.9 0.0000 0.0000 0.0000 -3.517 -1007 166.4 D4Z13P 0.004093 -911.5 61.28 0.0000 0.0000 0.0000 0.004093 -918.2 74.62 D5Z19P 0.005508 -0.006601 -0.001674 0.0476 0.0523 -0.5502 -6.335 -6.347 18.73 D6Z26P 0.03071 -1000 85.59 0.0000 0.0000 0.0000 -2.502 -1006 111.9 D7Z31P 0.0425 -1000 72.98 0.0000 0.0000 0.0000 0.0425 -1005 104.3 D8Z26P 0.03093 -0.02756 -0.002706 0.1295 0.1414 -0.6985 -5.802 -5.86 26.28 D9Z13P 0.005655 -0.003929 -0.001397 -0.0167 -0.0549 -0.3871 -6.697 -6.707 13.34 D10Z31P 0.04309 -0.04167 -0.003039 0.1054 0.0670 -0.7322 -5.451 -5.536 31.32 D11Z36P 0.05579 -0.05677 -0.003279 0.1604 0.1570 -0.6809 -5.102 -5.215 36.32 D12Z45P 0.09524 -0.09403 -0.003989 0.2423 0.2381 -0.5911 -4.508 -4.697 44.57 D13Z45P 0.09522 -1000 133.4 0.0000 0.0000 0.0000 -2.288 -1005 178 D14Z50P 0.1188 -957.9 64.37 0.0000 0.0000 0.0000 0.1188 -962.1 114.7 D15Z55P 0.1434 -0.1476 -0.004296 0.4859 0.4708 -0.4923 -3.74 -4.031 55.28 D16Z68P 0.2405 -0.2367 -0.04953 0.2403 0.2615 0.0986 3.272 -3.268 67.91 D17Z68P 0.2279 -0.2368 -0.004731 0.2769 0.2560 -0.3091 -2.803 -3.268 67.95 D18Z55P 0.1532 -0.1499 -0.04811 0.4845 0.4879 0.0812 4.036 -4.033 55.24 D19Z75P 0.2937 -0.2906 -0.04963 0.5222 0.5349 0.1101 2.827 -2.824 75.31 D20Z75P 0.2945 -0.3055 -0.004948 0.4957 0.4663 -0.2476 -2.239 -2.839 75.35 D21Z81P 0.3526 -0.3492 -0.04738 0.5235 0.5351 0.1190 2.485 -2.482 81.28 D22Z81P 0.346 -0.3605 -0.004946 0.6018 0.5776 -0.1893 -1.786 -2.493 81.32 D23Z86P 0.3964 -0.4122 -0.004986 0.6245 0.6031 -0.1370 -1.43 -2.239 85.87 D24Z86P 0.3957 -0.3931 -0.04581 0.6234 0.6353 0.1257 2.222 -2.22 85.83 D25Z90P 0.44 -0.4375 -0.04337 0.6385 0.6516 0.1311 2.016 -2.014 89.55 D26Z90P 0.4356 -0.4534 -0.004944 0.6727 0.6384 -0.0972 -1.141 -2.03 89.59 D27Z93P 0.484 -0.5025 -0.004966 0.7731 0.8065 -0.0696 -0.841 -1.828 93.33 D28Z50P 0.1189 -0.1207 -0.004164 0.1959 0.1587 -0.5120 -4.096 -4.335 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.007777 0.008665 -0.007363 0.0000 0.0000 0.0000 3.515 -7.014 8.583 D31Z19P 0.0241 -0.02245 -0.02314 0.0475 0.0530 0.0272 6.365 -6.363 18.71 D32Z26P 0.02263 -0.02116 -0.0263 0.0000 0.0000 0.0000 2.555 -5.854 26.26 D33Z26P 0.02272 -0.01978 -0.03322 0.0773 0.0906 0.0378 5.856 -5.853 26.25 D34Z13P 0.007778 -0.00573 -0.0176 0.2347 0.2335 0.0197 6.711 -6.709 13.32 D35Z31P 0.04262 -0.03941 -0.03708 0.3026 0.3089 0.0457 5.537 -5.534 31.28 D36Z36P 0.06697 -0.06372 -0.0403 0.1697 0.1786 0.0529 5.225 -5.222 36.28 D37Z45P 0.08235 -0.07875 -0.04662 0.2289 0.2372 0.0651 4.686 -4.682 44.53 D38Z45P 0.08231 -0.08052 -0.03733 0.0000 0.0000 0.0000 2.465 -4.684 44.54 D39Z50P 0.1191 -0.1157 -0.04751 0.3778 0.3876 0.0735 4.334 -4.33 50.31 D40Z113P 0.8162 -0.8184 -0.005271 1.0084 1.0598 0.1285 -0.5088 -2.143 113.3 D41Z113P 0.8163 -0.8145 -0.0532 1.0560 1.0504 0.1368 2.141 -2.14 113.2 D42Z110P 0.7557 -0.7606 -0.005223 0.9789 1.0311 0.0955 -0.5693 -2.086 109.9 D43Z110P 0.7558 -0.7538 -0.05199 1.0306 1.0294 0.1366 2.081 -2.079 109.9 D44Z107P 0.6968 -0.7047 -0.005175 0.9580 1.0060 0.0625 -0.6282 -2.03 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.6969 0.6398 0.6399 0.5849 0.5853 0.5332 0.5335 0.508 0.5596 0.6117 0.6686 0.7258 0.7861 0.8466 0.5086 0.5579 0.6126 0.6676 0.7264 0.7855 0.8471 0.8833 0.9019 0.9014 0.8829 0.9302 0.9302 0.9588 0.959 0.9879 0.988 1.017 1.017 1.047 1.047 1.077 1.077 1.107 1.107 1.171 1.171 1.128 1.149 1.149 1.127 1.404 1.404 1.183 1.195 1.208 1.221 1.233 1.246 1.259
-0.6949 -0.6506 -0.6379 -0.5984 -0.5831 -0.5494 -0.5314 -0.5254 -0.5577 -0.6239 -0.6667 -0.7322 -0.7842 -0.8472 -0.5065 -0.5727 -0.6105 -0.6769 -0.7244 -0.7889 -0.8451 -0.8816 -0.9003 -0.8999 -0.8822 -0.9275 -0.9279 -0.956 -0.957 -0.9845 -0.986 -1.013 -1.015 -1.043 -1.045 -1.072 -1.075 -1.105 -1.102 -1.163 -1.17 -1.126 -1.142 -1.148 -1.122 -1.409 -1.403 -1.182 -1.189 -1.207 -1.216 -1.232 -1.243 -1.258
-0.05049 -0.005127 -0.04868 -0.005074 -0.04652 -0.005023 -0.04398 -0.004999 -0.04534 -0.005101 -0.04967 -0.005198 -0.05266 -0.005295 -0.04263 -0.005047 -0.0477 -0.005151 -0.05131 -0.005246 -0.05374 -0.03932 -0.005803 -0.03214 -0.005607 -0.005853 -0.03264 -0.005841 -0.03308 -0.005887 -0.03345 -0.005877 -0.03378 -0.005915 -0.03405 -0.005906 -0.03428 -0.03448 -0.005931 -0.006268 -0.02125 -0.03013 -0.006154 -0.02569 -0.006028 -0.006328 -0.02294 -0.02152 -0.006276 -0.02197 -0.006289 -0.02232 -0.0063 -0.02256
0.9933 0.9131 0.9721 0.8894 0.9073 0.8092 0.8839 0.8160 0.8908 0.8983 0.9854 0.9625 1.0500 0.9973 0.8759 0.8454 0.9484 0.9346 1.0176 0.9981 1.0313 0.9755 1.0667 1.0458 1.0452 1.1309 1.1729 1.1495 1.1689 1.1560 1.1767 1.1767 1.1965 1.1857 1.2014 1.1899 1.2145 1.2126 1.1862 1.2838 1.2476 1.2026 1.2009 1.2318 1.1796 1.4320 1.3634 1.2719 1.3577 1.3064 1.3901 1.3338 1.4091 1.3451
17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 1.272 -1.27 -0.006308 1.4217 D100Z136P 1.285 -1.284 -0.02274 1.3587 D101Z136P 1.298 -1.298 -0.006315 1.4319 D102Z137P 1.312 -1.311 -0.02286 1.3668 D103Z138P 1.325 -1.325 -0.00632 1.4376 D104Z138P 1.338 -1.337 -0.02292 1.3713 D105Z139P 1.351 -1.353 -0.006326 1.4362 D106Z139P 1.364 -1.364 -0.02294 1.3644 D107Z140P 1.378 -1.381 -0.006328 1.4328 D108Z140P 1.391 -1.39 -0.02294 1.3644 D109Z92P 0.4606 -0.4793 -0.00492 0.7628 D111Z88P 0.4173 -0.4341 -0.004973 0.6158 D113Z84P 0.3733 -0.3885 -0.00497 0.6521 D115Z79P 0.3212 -0.3341 -0.004948 0.4997 D117Z72P 0.2637 -0.2733 -0.004878 0.5732 D119Z62P 0.2179 -0.2236 -0.004629 0.2947 D121Z9P -0.007741 0.009551 -0.01309 0.0592 D122Z9P 0.005591 -0.002275 -0.00106 0.0068 D123Z132P 1.195 -1.194 -0.02176 1.2907 D124Z133P 1.221 -1.219 -0.02216 1.3216 D125Z134P 1.246 -1.245 -0.02245 1.3403 D126Z135P 1.272 -1.271 -0.02266 1.3519 D127Z136P 1.298 -1.298 -0.02281 1.3633 D128Z138P 1.325 -1.324 -0.0229 1.3702 D129Z139P 1.351 -1.351 -0.02294 1.3681 D130Z140P 1.378 -1.377 -0.02294 1.3640 D131Z92P 0.4621 -0.4598 -0.0423 0.6324 D132Z88P 0.4194 -0.4169 -0.0445 0.6906 D133Z84P 0.3749 -0.3719 -0.04666 0.5281 D134Z79P 0.3261 -0.3228 -0.04836 0.5631 D135Z72P 0.266 -0.2625 -0.05007 0.4281 D136Z62P 0.2185 -0.2162 -0.04665 0.3410 D137Z93P 496.2 -0.4817 -0.02355 0.0000 D138Z93P 0.5027 -0.4817 -0.004915 0.8065 D139Z9P -0.008638 0.009587 -0.007763 0.0000 D140Z13P 911.5 -0.002504 61.28 0.0000 D141Z26P 0.02118 -0.01969 -0.02666 0.0000 D142Z31P 1000 -0.03929 72.98 0.0000 D143Z45P 0.08053 -0.07871 -0.03753 0.0000 D144Z50P 957.9 -0.1154 64.37 0.0000 D145Z68P 0.2369 -0.2246 -0.004618 0.2206 D146Z55P 0.148 -0.14 -0.004158 0.5107 D147Z75P 0.3046 -0.2905 -0.00485 0.5551 D148Z81P 0.3606 -0.3433 -0.004864 0.5888 D149Z86P 0.4121 -0.3935 -0.004916 0.6246 D150Z90P 0.4536 -0.4332 -0.004883 0.6625 D151Z9P 1000 -0.004195 157.9 0.0000 D152Z9P 0.003821 -0.004257 -0.0009543 0.0215 D153Z0P 0 0 0 0.0000 D154Z19P 0.007835 -0.003337 -0.001671 0.0802 D155Z26P 1000 -0.02672 85.59 0.0000 D156Z26P 0.02882 -0.02673 -0.002501 0.1860 D157Z13P 0.005768 -0.003803 -0.001283 -0.0287 D158Z31P 0.04306 -0.03943 -0.00283 0.1301
17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.5023 -0.502 D214Z9P 0.00376 -1000 D215Z13P 0.004217 -1000 D216Z26P 0.02881 -1000 D217Z31P 0.04299 -1000 D218Z45P 0.09475 -1000 D219Z50P 0.1213 -1000 D220Z68P 0.247 -0.2474 D221Z55P 0.156 -0.1555 D222Z75P 0.3049 -0.3048 D223Z81P 0.3656 -0.366 D224Z86P 0.412 -0.4119 D225Z90P 0.4572 -0.4571 D226Z9P -0.005456 0.006236 D227Z9P -0.005354 0.006998 D228Z0P 0 0 D229Z19P 0.02244 -0.02104 D230Z26P 0.02428 -0.02328 D231Z26P 0.02454 -0.02238 D232Z13P 0.008813 -0.006843 D233Z31P 0.04352 -0.04179 D234Z36P 0.06699 -0.06563 D235Z45P 0.08487 -0.08419 D236Z45P 0.08482 -0.0845 D237Z50P 0.1216 -0.1209 D238Z113P 0.8183 -0.8185 D239Z110P 0.7609 -0.7607 D240Z107P 0.7049 -0.7048 D241Z103P 0.6508 -0.6506 D242Z100P 0.5989 -0.5986 D243Z97P 0.5498 -0.5496 D244Z98P 0.5745 -0.5744 D245Z105P 0.6779 -0.6779 D246Z112P 0.7897 -0.7896 D247Z95P 0.5263 -0.526 D248Z102P 0.6248 -0.6246 D249Z108P 0.7329 -0.7328 D250Z115P 0.8477 -0.8476 D251Z117P 0.8829 -0.8825 D252Z118P 0.9006 -0.9001 D253Z119P 0.9287 -0.9275 D254Z121P 0.957 -0.956 D255Z122P 0.9854 -0.9845 D256Z124P 1.014 -1.013 D257Z125P 1.043 -1.043 D258Z126P 1.073 -1.072 D259Z128P 1.102 -1.102 D260Z131P 1.164 -1.163 D261Z129P 1.122 -1.122 D262Z130P 1.143 -1.142 D263Z141P 1.409 -1.409 D264Z131P 1.177 -1.176 D265Z133P 1.203 -1.202 D266Z134P 1.23 -1.229
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17:07:07 03/17/10
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-0.2244 -0.8227 0.0000 3.526 0.0000 0.004217 0.0000 2.562 0.0000 0.04299 0.0000 2.478 0.0000 0.1213 -0.3593 -2.784 -0.4254 -3.727 -0.3195 -2.229 -0.2877 -1.767 -0.2636 -1.415 -0.2440 -1.119 0.0000 -3.528 -0.2567 -7.028 0.0000 -7.6 -0.4422 -6.318 0.0000 -2.509 -0.5277 -5.808 -0.3473 -6.694 -0.5531 -5.451 -0.5265 -5.091 -0.4826 -4.518 0.0000 -2.298 -0.4520 -4.093 -0.1343 -0.5067 -0.1493 -0.5641 -0.1643 -0.6201 -0.1793 -0.6742 -0.1944 -0.7261 -0.2094 -0.7752 -0.2019 -0.7505 -0.1718 -0.6471 -0.1418 -0.5353 -0.2169 -0.7987 -0.1869 -0.7002 -0.1568 -0.5921 -0.1268 -0.4773 -0.1378 -0.01876 -0.1444 0.2106 -0.1422 0.2387 -0.1400 0.267 -0.1378 0.2954 -0.1356 0.3242 -0.1334 0.3535 -0.1312 0.3828 -0.1290 0.4123 -0.1606 0.8137 -0.1366 0.5458 -0.1516 0.6797 -0.1606 1.059 -0.1606 0.8267 -0.1606 0.8529 -0.1606 0.8797
0.823 -993 -993.3 -994.2 -994.5 -995.4 -995.8 2.784 3.728 2.229 1.766 1.415 1.119 7.029 7.029 7.6 6.319 5.81 5.81 6.696 5.453 5.093 4.519 4.519 4.094 0.5065 0.5643 0.6202 0.6744 0.7264 0.7754 0.7506 0.6471 0.5354 0.799 0.7004 0.5922 0.4774 0.0192 -0.2101 -0.2375 -0.266 -0.2945 -0.3235 -0.3528 -0.3822 -0.412 -0.8132 -0.5452 -0.6791 -1.059 -0.8258 -0.8523 -0.8791
93.36 -149.3 -69.18 -59.31 -66.88 -88.84 -31.02 68 55.33 75.4 81.36 85.91 89.63 8.596 8.601 0 18.76 26.31 26.31 13.36 31.35 36.36 44.62 44.61 50.4 113.3 110 106.7 103.3 100 96.69 98.35 105 111.6 95.03 101.7 108.3 115 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.5 132.6 133.7
Helman O. Mozo
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Job
283 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 1.257 -1.256 D268Z136P 1.284 -1.284 D269Z137P 1.312 -1.312 D270Z138P 1.34 -1.339 D271Z139P 1.367 -1.367 D272Z140P 1.395 -1.395 D273Z132P 1.19 -1.189 D274Z133P 1.216 -1.216 D275Z134P 1.243 -1.243 D276Z135P 1.27 -1.27 D277Z136P 1.298 -1.298 D278Z138P 1.326 -1.325 D279Z139P 1.353 -1.353 D280Z140P 1.381 -1.381 D281Z92P 0.4806 -0.4804 D282Z88P 0.4365 -0.4364 D283Z84P 0.3907 -0.3908 D284Z79P 0.3378 -0.338 D285Z72P 0.2753 -0.2755 D286Z62P 0.2254 -0.2241 D287Z93P 496.2 -0.5025 D288Z9P -0.006202 0.007054 D289Z13P 1000 -0.002995 D290Z26P 0.02331 -0.02228 D291Z31P 1000 -0.04153 D292Z45P 0.0845 -0.08415 D293Z50P 1000 -0.1206 D294Z9P 1000 -0.002253 D295Z26P 1000 -0.0275 D296Z45P 1000 -0.09401 D297Z131P 1.183 -1.176 D298Z133P 1.208 -1.202 D299Z134P 1.233 -1.229 D300Z135P 1.259 -1.256 D301Z136P 1.285 -1.284 D302Z137P 1.312 -1.312 D303Z138P 1.338 -1.339 D304Z139P 1.364 -1.367 D305Z140P 1.391 -1.395
0.01083 0.01099 0.01109 0.01115 0.01116 0.01116 0.01007 0.01045 0.01072 0.01091 0.01105 0.01113 0.01116 0.01116 0.03063 0.0333 0.0359 0.0385 0.04098 0.03871 0.01257 0.006218 -82.52 0.02168 -98.2 0.03068 -81.37 -157.9 -85.6 -133.4 -0.006285 -0.006296 -0.006307 -0.006312 -0.006319 -0.006324 -0.006329 -0.006328 -0.006328
1.4127 1.4265 1.4346 1.4391 1.4321 1.4322 1.3734 1.3856 1.4090 1.4194 1.4311 1.4379 1.4359 1.4317 0.6531 0.6967 0.5354 0.5731 0.4394 0.3448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.3425 1.3745 1.4027 1.4109 1.4260 1.4346 1.4406 1.4305 1.4318
17:07:07 03/17/10
1.4083 1.4227 1.4311 1.4364 1.4275 1.4281 1.3516 1.3840 1.4035 1.4163 1.4268 1.4327 1.4319 1.4287 0.6891 0.7275 0.5821 0.6060 0.4929 0.3882 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.2653 1.3039 1.3298 1.3418 1.3550 1.3632 1.3673 1.3609 1.3605
-0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.1606 -0.2330 -0.2534 -0.2742 -0.3028 -0.3368 -0.3887 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1574 0.1574 0.1574 0.1573 0.1573 0.1573 0.1573 0.1573 0.1573
0.9068 -0.9064 134.8 0.9342 -0.9339 135.9 0.9618 -0.9616 137 0.9896 -0.9894 138.1 1.017 -1.017 139.2 1.045 -1.045 140.3 0.8397 -0.839 132 0.8662 -0.8656 133.1 0.8932 -0.8928 134.2 0.9205 -0.9201 135.3 0.948 -0.9477 136.4 0.9757 -0.9755 137.6 1.003 -1.003 138.7 1.031 -1.031 139.8 -0.9592 0.9594 91.66 -1.256 1.256 87.91 -1.577 1.577 83.81 -1.978 1.978 78.64 -2.485 2.485 72.03 -3.179 3.181 62.44 494.9 -0.5025 93.35 -7.029 3.53 8.596 993.3 -0.002995 -69.18 -5.81 2.511 26.31 994.5 -0.04153 -66.88 -4.519 2.299 44.61 995.8 -0.1206 -31.02 993 -3.525 -149.3 994.2 -2.56 -59.31 995.4 -2.477 -88.84 0.833 -1.526 131.4 0.8578 -1.552 132.5 0.8833 -1.579 133.7 0.9092 -1.606 134.8 0.9353 -1.634 135.9 0.9616 -1.662 137 0.988 -1.689 138.1 1.014 -1.717 139.2 1.041 -1.745 140.3
Joint Support Reactions for Load Case "COMBO 2-3": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D2Z0P -7.06 0.0 25.79 0.0 118.42 0.0 0.0 121.40 0.0 -0.61 0.0 -1.3 0.0 1.61 0.0 0.0 D29Z0P -190.36 0.0 180.51 0.0 1843.30 0.0 0.0 1861.88 0.0 2.90 0.0 2.4 0.0 -0.04 0.0 0.0 D153Z0P -36.64 0.0 -3.18 0.0 165.73 0.0 0.0 169.76 0.0 -1.21 0.0 -1.0 0.0 -0.03 0.0 0.0 D228Z0P -167.56 0.0 162.32 0.0 -1626.36 0.0 0.0 1643.00 0.0 2.47 0.0 1.8 0.0 1.48 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-3":
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------------D0Z93P 0.4962 -0.4962 -0.7172 -0.4957 -0.0000 0.7172 0.4840 -496.1889 -0.0236 D1Z93P 1.0292 -1.0292 -1.4645 -1.0287 1.0287 1.4644 0.4834 -0.4812 -0.0410 D2Z0P 1.2844 -1.2844 -2.2480 5.7797 -24.5103 -116.1680 0.0000 0.0000 0.0000 D3Z9P 2.3586 -2.3586 -4.6076 -2.3586 0.0106 4.7654 0.0056 -1000.0000 157.8572 D4Z13P 1.0743 -1.0743 -2.3596 -1.0742 0.1628 2.4209 0.0041 -911.4949 61.2802 D5Z19P 8.1396 -3.8656 -7.3670 -8.1396 3.8656 7.3670 0.0055 -0.0066 -0.0017 D6Z26P 1.2791 -1.2791 -2.8008 -1.2791 0.0058 2.8864 0.0307 -1000.0000 85.5930 D7Z31P 1.2791 -1.2791 -2.8008 -1.2790 0.1932 2.8738 0.0425 -1000.0000 72.9850 D8Z26P 7.1480 -2.8129 -5.0074 -7.1479 2.8129 5.0074 0.0309 -0.0276 -0.0027 D9Z13P 2.5654 -1.4640 -3.4828 -2.5654 1.4639 3.4828 0.0057 -0.0039 -0.0014 D10Z31P 10.6654 -3.7322 -6.4008 -10.6653 3.7322 6.4008 0.0431 -0.0417 -0.0030 D11Z36P 3.2130 -3.2130 -5.0561 -3.2129 3.2129 5.0561 0.0558 -0.0568 -0.0033 D12Z45P 1.9935 -1.9935 -3.8288 -1.9934 1.9934 3.8288 0.0952 -0.0940 -0.0040 D13Z45P 1.9935 -1.9935 -3.8288 -1.9934 0.0090 3.9622 0.0952 -1000.0000 133.4029 D14Z50P 1.0892 -1.0892 -1.8885 -1.0891 0.1313 1.9529 0.1188 -957.9005 64.3708 D15Z55P 3.1324 -3.1324 -5.0038 -3.1322 3.1322 5.0038 0.1434 -0.1476 -0.0043 D16Z68P 7.4033 -7.4033 -5.1122 -7.4031 7.4031 5.1121 0.2405 -0.2367 -0.0495 D17Z68P 7.4033 -7.4033 -5.1122 -7.4031 7.4031 5.1122 0.2279 -0.2368 -0.0047 D18Z55P 7.1859 -7.1859 -5.3458 -7.1858 7.1858 5.3457 0.1532 -0.1499 -0.0481 D19Z75P 1.9927 -1.9927 -2.8484 -1.9924 1.9924 2.8484 0.2937 -0.2906 -0.0496 D20Z75P 6.3178 -6.3178 -3.1904 -6.3175 6.3175 3.1904 0.2945 -0.3055 -0.0049 D21Z81P 1.5327 -1.5327 -2.1115 -1.5323 1.5323 2.1115 0.3526 -0.3492 -0.0474 D22Z81P 1.5327 -1.5327 -2.1115 -1.5323 1.5323 2.1115 0.3460 -0.3605 -0.0049 D23Z86P 1.2150 -1.2150 -1.6721 -1.2146 1.2146 1.6721 0.3964 -0.4122 -0.0050 D24Z86P 1.2150 -1.2150 -1.6721 -1.2146 1.2146 1.6720 0.3957 -0.3931 -0.0458 D25Z90P 1.0800 -1.0800 -1.5014 -1.0796 1.0796 1.5013 0.4400 -0.4375 -0.0434 D26Z90P 1.0800 -1.0800 -1.5014 -1.0796 1.0796 1.5014 0.4356 -0.4534 -0.0049 D27Z93P 1.0292 -1.0292 -1.4645 -1.0287 1.0286 1.4645 0.4840 -0.5025 -0.0050 D28Z50P 1.0892 -1.0892 -1.8885 -1.0891 1.0891 1.8885 0.1189 -0.1207 -0.0042 D29Z0P 1.2844 -1.2844 -2.2480 189.0805 -179.2264 -1841.0537 0.0000 0.0000 0.0000 D30Z9P 2.3586 -2.3586 -4.6076 -2.3586 2.3586 4.6076 -0.0078 0.0087 -0.0074 D31Z19P 2.3533 -2.3533 -5.1604 -2.3533 2.3533 5.1604 0.0241 -0.0224 -0.0231 D32Z26P 1.2791 -1.2791 -2.8008 -1.2791 1.2791 2.8008 0.0226 -0.0212 -0.0263 D33Z26P 1.2791 -1.2791 -2.8008 -1.2791 1.2791 2.8008 0.0227 -0.0198 -0.0332 D34Z13P 1.0743 -1.0743 -2.3596 -1.0742 1.0742 2.3596 0.0078 -0.0057 -0.0176 D35Z31P 1.2791 -1.2791 -2.8008 -1.2790 1.2790 2.8008 0.0426 -0.0394 -0.0371 D36Z36P 2.1834 -2.1834 -4.7411 -2.1833 2.1833 4.7411 0.0670 -0.0637 -0.0403 D37Z45P 1.9935 -1.9935 -3.8288 -1.9934 1.9934 3.8287 0.0823 -0.0787 -0.0466 D38Z45P 1.9935 -1.9935 -3.8288 -1.9934 1.9934 3.8287 0.0823 -0.0805 -0.0373 D39Z50P 1.0892 -1.0892 -1.8885 -1.0891 1.0891 1.8885 0.1191 -0.1157 -0.0475 D40Z113P 0.5533 -0.5533 -0.7789 -0.5525 0.5525 0.7789 0.8162 -0.8184 -0.0053 D41Z113P 0.5533 -0.5533 -0.7789 -0.5525 0.5525 0.7789 0.8163 -0.8145 -0.0532 D42Z110P 0.5498 -0.5498 -0.7789 -0.5491 0.5491 0.7789 0.7557 -0.7606 -0.0052 D43Z110P 0.5498 -0.5498 -0.7789 -0.5491 0.5491 0.7789 0.7558 -0.7538 -0.0520 D44Z107P 0.5719 -0.5719 -0.8261 -0.5712 0.5712 0.8261 0.6968 -0.7047 -0.0052 D45Z107P 0.5719 -0.5719 -0.8261 -0.5712 0.5712 0.8260 0.6969 -0.6949 -0.0505 D46Z103P 0.5681 -0.5681 -0.8261 -0.5674 0.5674 0.8261 0.6398 -0.6506 -0.0051 D47Z103P 0.5681 -0.5681 -0.8261 -0.5674 0.5674 0.8260 0.6399 -0.6379 -0.0487 D48Z100P 0.5390 -0.5390 -0.7789 -0.5384 0.5384 0.7789 0.5849 -0.5984 -0.0051 D49Z100P 0.5390 -0.5390 -0.7789 -0.5384 0.5384 0.7789 0.5853 -0.5831 -0.0465
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
285 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.4962 0.4962 0.4962 1.0352 1.1070 2.4193 1.1217 1.1032 1.0654 0.4962 1.0352 1.1070 2.4193 1.1217 1.1032 1.0654 0.5121 0.7540 0.7540 0.5121 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450 0.2836 0.2836 0.2065 0.2065 0.2065 0.2065 0.0829 0.0829 0.0771 0.1542 0.0772 0.1545 0.0773 2.1757 0.0775 0.1551 0.0776 0.1553 0.0777 0.1556
-0.4962 -0.4962 -0.4962 -1.0352 -1.1070 -2.4193 -1.1217 -1.1032 -1.0654 -0.4962 -1.0352 -1.1070 -2.4193 -1.1217 -1.1032 -1.0654 -0.5121 -0.7540 -0.7540 -0.5121 -0.4843 -0.4843 -2.6379 -2.6379 -0.4867 -0.4867 -0.4810 -0.4810 -2.6434 -2.6434 -0.4764 -0.4764 -0.4450 -0.4450 -0.2836 -0.2836 -0.2065 -0.2065 -0.2065 -0.2065 -0.0829 -0.0829 -0.0771 -0.1542 -0.0772 -0.1545 -0.0773 -2.1757 -0.0775 -0.1551 -0.0776 -0.1553 -0.0777 -0.1556
-0.7172 -0.7172 -0.7172 -1.4961 -1.6050 -2.8402 -1.6050 -1.5578 -1.5096 -0.7172 -1.4961 -1.6050 -2.8402 -1.6050 -1.5578 -1.5096 -0.7307 -1.1798 -1.1798 -0.7307 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331 -0.2976 -0.2976 -0.2108 -0.2108 -0.2108 -0.2108 -0.0929 -0.0929 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -1.1023 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -0.1735
-0.4957 -0.4957 -0.4957 -1.0346 -1.1064 -2.4186 -1.1210 -1.1024 -1.0646 -0.4957 -1.0346 -1.1064 -2.4186 -1.1210 -1.1024 -1.0646 -0.5112 -0.7531 -0.7531 -0.5112 -0.4834 -0.4834 -2.6369 -2.6369 -0.4857 -0.4857 -0.4800 -0.4800 -2.6424 -2.6424 -0.4754 -0.4754 -0.4439 -0.4439 -0.2824 -0.2824 -0.2054 -0.2054 -0.2054 -0.2054 -0.0815 -0.0815 -0.0759 -0.1530 -0.0760 -0.1533 -0.0761 -2.1745 -0.0762 -0.1538 -0.0763 -0.1540 -0.0764 -0.1543
17:07:07 03/17/10
0.4956 0.4957 0.4957 1.0346 1.1064 2.4186 1.1210 1.1024 1.0646 0.4957 1.0346 1.1064 2.4186 1.1210 1.1024 1.0646 0.5112 0.7531 0.7531 0.5112 0.4834 0.4834 2.6369 2.6369 0.4857 0.4857 0.4800 0.4800 2.6424 2.6424 0.4754 0.4754 0.4439 0.4439 0.2824 0.2824 0.2054 0.2054 0.2054 0.2054 0.0815 0.0815 0.0759 0.1531 0.0760 0.1533 0.0761 2.1745 0.0762 0.1538 0.0763 0.1540 0.0764 0.1543
0.7172 0.7172 0.7172 1.4961 1.6050 2.8401 1.6050 1.5578 1.5096 0.7172 1.4961 1.6049 2.8402 1.6049 1.5578 1.5096 0.7307 1.1798 1.1798 0.7307 0.8813 0.8812 1.8904 1.8904 0.8644 0.8644 0.8545 0.8544 1.8705 1.8705 0.8445 0.8445 0.6331 0.6331 0.2976 0.2976 0.2108 0.2108 0.2108 0.2108 0.0929 0.0929 0.0868 0.1735 0.0868 0.1735 0.0868 1.1023 0.0868 0.1735 0.0868 0.1735 0.0868 0.1735
0.5332 0.5335 0.5080 0.5596 0.6117 0.6686 0.7258 0.7861 0.8466 0.5086 0.5579 0.6126 0.6676 0.7264 0.7855 0.8471 0.8833 0.9019 0.9014 0.8829 0.9302 0.9302 0.9588 0.9590 0.9879 0.9880 1.0172 1.0172 1.0470 1.0470 1.0767 1.0767 1.1067 1.1066 1.1707 1.1706 1.1277 1.1487 1.1491 1.1275 1.4039 1.4039 1.1830 1.1953 1.2079 1.2205 1.2334 1.2462 1.2592 1.2722 1.2853 1.2984 1.3116 1.3248
-0.5494 -0.5314 -0.5254 -0.5577 -0.6239 -0.6667 -0.7322 -0.7842 -0.8472 -0.5065 -0.5727 -0.6105 -0.6769 -0.7244 -0.7889 -0.8451 -0.8816 -0.9003 -0.8999 -0.8822 -0.9275 -0.9279 -0.9560 -0.9570 -0.9845 -0.9860 -1.0135 -1.0155 -1.0427 -1.0452 -1.0722 -1.0751 -1.1053 -1.1017 -1.1632 -1.1696 -1.1263 -1.1421 -1.1479 -1.1218 -1.4087 -1.4034 -1.1818 -1.1890 -1.2068 -1.2156 -1.2323 -1.2428 -1.2583 -1.2701 -1.2844 -1.2977 -1.3108 -1.3255
-0.0050 -0.0440 -0.0050 -0.0453 -0.0051 -0.0497 -0.0052 -0.0527 -0.0053 -0.0426 -0.0050 -0.0477 -0.0052 -0.0513 -0.0052 -0.0537 -0.0393 -0.0058 -0.0321 -0.0056 -0.0059 -0.0326 -0.0058 -0.0331 -0.0059 -0.0335 -0.0059 -0.0338 -0.0059 -0.0340 -0.0059 -0.0343 -0.0345 -0.0059 -0.0063 -0.0212 -0.0301 -0.0062 -0.0257 -0.0060 -0.0063 -0.0229 -0.0215 -0.0063 -0.0220 -0.0063 -0.0223 -0.0063 -0.0226 -0.0063 -0.0227 -0.0063 -0.0229 -0.0063
Helman O. Mozo
Page
Job
286 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.0779 2.1907 0.0780 0.1609 0.0829 0.5330 3.3363 3.4293 0.8647 5.4117 6.2004 2.3586 2.3586 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 0.5470 0.6679 0.8647 1.1279 6.2004 0.4962 1.0292 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 7.4033 3.1324 1.9927 1.5327 1.2150 1.0800 2.3586 6.2916 1.2844 2.3533 1.2791 1.2791 1.0743 2.0327 2.1834 1.9935 1.9935 1.9119 0.5533
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
287 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
288 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
289 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 1.1279 6.2004 0.4962 2.3586 1.0743 1.2791 1.2791 1.9935 1.0892 2.3586 1.2791 1.9935 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.0829 -0.1542 -0.1545 -2.1757 -0.1551 -0.1553 -0.1556 -2.1907 -0.1609 -0.5330 -3.3363 -3.4293 -0.8647 -1.1279 -6.2004 -0.4962 -2.3586 -1.0743 -1.2791 -1.2791 -1.9935 -1.0892 -2.3586 -1.2791 -1.9935 -0.0771 -0.0772 -0.0773 -0.0775 -0.0776 -0.0777 -0.0779 -0.0780 -0.0829
-0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.6549 -3.4573 -0.7172 -4.6076 -2.3596 -2.8008 -2.8008 -3.8288 -1.8885 -4.6076 -2.8008 -3.8288 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0815 -0.1531 -0.1533 -2.1745 -0.1538 -0.1540 -0.1543 -2.1893 -0.1595 -0.5325 -3.3359 -3.4289 -0.8644 -1.1276 -6.2002 -0.0000 -2.3586 0.1531 -1.2791 0.1817 -1.9934 0.1215 -0.0106 -0.0058 -0.0090 -0.0759 -0.0760 -0.0761 -0.0762 -0.0763 -0.0764 -0.0765 -0.0766 -0.0815
0.0815 0.1531 0.1533 2.1745 0.1538 0.1540 0.1543 2.1893 0.1595 0.5325 3.3359 3.4289 0.8644 1.1276 6.2002 0.4957 2.3586 1.0742 1.2791 1.2790 1.9934 1.0891 2.3586 1.2791 1.9934 0.0759 0.0760 0.0761 0.0762 0.0763 0.0764 0.0765 0.0766 0.0815
0.0929 0.1736 0.1736 1.1024 0.1736 0.1736 0.1736 1.1024 0.1797 0.7473 1.0961 1.2600 1.1936 1.6549 3.4573 0.7172 4.6076 2.2771 2.8009 2.7026 3.8288 1.8071 4.4497 2.7152 3.6954 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
1.3949 1.1897 1.2162 1.2432 1.2705 1.2980 1.3257 1.3535 1.3811 0.4806 0.4365 0.3907 0.3378 0.2753 0.2254 496.1889 -0.0062 1000.0000 0.0233 1000.0000 0.0845 1000.0000 1000.0000 1000.0000 1000.0000 1.1830 1.2078 1.2333 1.2592 1.2853 1.3116 1.3380 1.3644 1.3908
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 73.95 -10094.71 -750.66 3193.53 237.93 -4022.50 -298.86 D128P 73.95 -3193.51 -237.93 -3631.38 -372.11 -3343.54 -298.86 D129P 73.95 368.29 21.41 4812.91 384.92 2583.23 202.59 D130P 73.94 -1128.83 -22.57 -1072.37 -400.47 -894.13 -171.84 D131P 73.94 977.20 56.34 2730.97 352.56 1138.74 125.57 D132P 73.93 -960.56 43.34 4636.42 -516.98 907.86 -116.98 D133P 73.93 -4636.42 516.98 -6899.04 534.53 -2067.43 188.46 D134P 73.93 1849.53 99.17 4496.40 283.98 1281.43 77.37 D135P 73.93 1849.54 -99.17 5113.65 -91.89 1199.30 -32.91 D136P 73.93 -5113.65 91.89 -4214.56 59.12 -1124.93 18.21 D137P 73.93 4214.57 -59.12 896.12 -19.28 1017.55 -15.61 D138P 73.93 -896.11 19.28 4656.66 -174.87 743.53 -30.76 D139P 73.92 -4656.66 174.87 -4092.83 277.54 -1153.67 59.65
-1.3949 0.0112 -1.1890 0.0101 -1.2156 0.0104 -1.2428 0.0107 -1.2701 0.0109 -1.2977 0.0110 -1.3255 0.0111 -1.3533 0.0112 -1.3810 0.0112 -0.4804 0.0306 -0.4364 0.0333 -0.3908 0.0359 -0.3380 0.0385 -0.2755 0.0410 -0.2241 0.0387 -0.5025 0.0126 0.0071 0.0062 -0.0030 -82.5151 -0.0223 0.0217 -0.0415 -98.1950 -0.0841 0.0307 -0.1206 -81.3727 -0.0023 -157.8592 -0.0275 -85.5988 -0.0940 -133.4107 -1.1759 -0.0063 -1.2022 -0.0063 -1.2291 -0.0063 -1.2564 -0.0063 -1.2839 -0.0063 -1.3116 -0.0063 -1.3394 -0.0063 -1.3672 -0.0063 -1.3949 -0.0063
Helman O. Mozo
Page
Job
290 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
73.92 73.92 73.92 2.57 458.85 2.57 2.58 2.59 2.60 -88.21 -88.22 13.87 -0.05 -0.02 458.85 73.93 73.94 73.94 73.94 73.95 2.58 2.58 2.58 2.59 2.59 2.59 2.60 2.60 -88.22 -88.21 -88.21 -88.20 -88.20 13.88 13.88 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.04 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -117.18 -117.18 -117.17
4092.83 203.54 -4683.69 -2812.73 825.36 6604.69 3240.13 2821.26 1932.54 -59.40 -201.69 264.03 186.90 33.70 825.39 -4496.41 -2730.95 1072.39 -4812.89 3631.40 -2866.36 3758.90 -1542.64 -2106.95 2537.09 -1230.66 -884.39 1208.92 388.32 -748.98 -164.33 -545.52 634.83 -348.20 145.56 115.27 107.99 34.88 62.00 32.38 -24.67 18.82 130.05 90.56 50.34 27.31 26.69 11.85 -17.36 -24.17 -13.19 936.04 479.13 -122.50
-277.54 149.65 216.41 3813.87 -946.67 -7671.42 -5204.31 -4798.41 -3121.63 387.33 2278.25 639.68 -310.54 -145.05 946.67 -283.98 -352.56 400.47 -384.92 372.11 4102.02 -6114.26 2423.40 3113.66 -4299.79 1955.47 1432.26 -1944.15 -1181.89 -130.40 -1362.85 -687.97 -261.39 -228.88 8.70 -588.81 -452.85 -130.48 -217.75 -65.32 177.78 16.78 302.12 67.73 5.87 -12.91 28.39 18.49 -42.86 -52.81 -0.08 171.53 3092.04 -462.83
-203.53 4683.69 -3725.90 -3240.11 9918.20 2812.74 2866.37 2106.96 884.41 164.35 5654.71 348.17 -130.03 -11.83 -1984.25 -6899.05 960.57 -977.18 1128.84 -368.27 -3758.89 1542.66 -2821.24 -2537.07 1230.68 -1932.52 -1208.91 2543.86 201.71 -388.30 749.00 59.42 545.54 -145.59 351.71 -90.54 -50.32 -27.29 -26.67 17.38 24.19 13.22 -115.24 -107.96 -34.86 -61.97 -33.68 -32.35 24.69 -18.80 0.02 -479.13 -79.93 148.94
-149.65 -216.41 364.76 5204.29 -1867.75 -3813.88 -4102.03 -3113.68 -1432.28 1362.87 8371.78 228.88 -302.14 -18.52 1546.66 -534.53 -43.34 -56.34 22.57 -21.41 6114.24 -2423.41 4798.39 4299.77 -1955.48 3121.61 1944.13 -262.33 -2278.23 1181.91 130.42 -387.31 687.99 -8.70 -86.32 -67.75 -5.89 12.88 -28.42 42.83 52.78 0.05 588.79 452.83 130.46 217.72 145.03 65.30 -177.80 -16.80 -0.02 -3092.06 -8103.95 926.50
17:07:07 03/17/10
717.67 1024.27 -974.60 -3646.29 10152.48 5656.11 3678.61 2968.81 1696.96 73.87 3838.22 608.44 102.57 39.45 -547.55 -1594.32 -523.10 34.74 -1747.08 1885.03 -3991.11 3193.71 -2628.85 -2797.60 2269.74 -1905.53 -1261.02 2260.72 415.31 -800.50 411.53 -342.15 830.83 -490.76 494.22 44.60 104.02 13.69 63.71 89.75 -0.87 57.79 26.70 -31.39 27.92 -62.51 -12.60 -36.97 13.23 -77.49 -23.75 266.31 195.57 13.18
-78.83 -13.99 67.35 5432.62 -2659.58 -6898.08 -5606.23 -4766.32 -2743.32 1231.91 7496.26 863.23 -1105.04 -295.01 1178.08 -114.52 -116.98 125.57 -171.84 202.59 6154.38 -5143.18 4350.47 4465.92 -3768.24 3058.48 2033.97 -1329.20 -2435.48 740.13 -867.47 -756.85 300.27 -236.12 -77.14 -1184.18 -827.40 -212.10 -443.98 -40.56 415.85 30.36 1606.84 938.89 245.88 369.41 312.78 151.13 -397.99 -125.54 -0.18 -1702.29 -2455.35 231.18
Helman O. Mozo
Page
Job
291 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-117.16 -117.15 -117.15 -117.15 -117.14 -117.14 -117.14 -117.14 -117.13 -117.13 -117.13 -117.13 -117.13 -100.42 -557.04 -100.42 -100.42 -100.43 -100.44 13.00 13.01 -24.00 0.05 0.02 -557.03 -117.14 -117.15 -117.16 -117.16 -117.17 -100.43 -100.43 -100.43 -100.43 -100.44 -100.44 -100.44 -100.45 13.01 13.01 13.01 13.00 13.00 -24.00 -24.01 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04
-72.45 -2187.56 -43.56 300.24 -190.29 3025.50 331.56 19321.47 85.66 2031.40 85.66 -2031.41 -433.09 -796.22 400.32 2962.28 -24.94 135.81 -400.00 -2075.87 453.17 5378.56 -36.18 -1266.67 -277.43 -756.10 2298.84 -3693.01 -97.39 -3799.87 790.48 533.27 -3083.69 3496.77 -2289.91 2764.83 -1453.93 1728.57 -421.77 644.61 -1804.54 -503.57 457.59 -230.29 -441.60 -655.26 -41.76 -64.65 -97.39 3799.85 196.58 -16986.74 -96.34 -5198.60 310.48 8278.23 -148.94 -926.52 79.93 8103.93 5338.70 -7114.69 -2676.51 3084.13 3022.52 -4507.71 3573.62 -4747.29 -2196.22 2555.87 2342.00 -3508.91 2553.26 -2825.84 -1969.01 1211.51 773.65 -1126.08 -973.73 108.00 64.40 -1716.94 287.57 -764.82 -487.01 160.12 -215.45 56.28 233.62 -785.47 -132.89 -201.01 -104.30 -233.58 -183.42 -68.81 -62.33 -120.57 -35.65 -53.81 -128.15 60.38 -18.86 -20.64 467.59 -407.10 313.63 -196.23
-310.48 -8278.24 96.34 5198.58 -331.56 -19321.47 289.48 23613.92 -196.58 16986.73 433.09 796.21 -400.32 -2962.29 24.94 -135.81 400.00 2075.86 -453.17 -5378.57 36.18 1266.67 277.43 756.10 -179.69 -1523.45 3083.70 -3496.78 1672.29 1934.80 -2298.83 3692.99 -5338.69 7114.67 -3573.61 4747.28 -2553.24 2825.83 -64.38 1716.96 241.19 2606.16 215.45 -56.31 -467.57 407.08 -75.77 38.02 -53.02 -1533.65 289.48 -23613.93 190.29 -3025.52 43.56 -300.25 72.45 2187.54 122.51 462.82 2676.52 -3084.15 -3022.51 4507.69 2289.92 -2764.84 2196.23 -2555.89 -2341.98 3508.89 1453.95 -1728.59 1969.03 -1211.52 -1189.05 1114.07 1804.56 503.59 -773.63 1126.10 973.75 -107.98 421.80 -644.59 -287.55 764.84 -233.62 785.44 775.59 149.13 -313.61 196.21 -269.84 130.08 -203.42 73.54 -118.82 71.43 -74.22 -24.52 -49.92 -41.14 -4.72 -12.31 132.91 200.99 104.32 233.55
17:07:07 03/17/10
-155.55 16.21 -128.89 111.31 -22.40 89.35 -100.51 84.67 74.16 -112.50 90.30 50.56 -52.98 3242.50 1488.25 -905.91 -5073.72 -3532.24 -2413.96 -342.19 -1100.40 668.91 -1639.77 -211.97 -71.07 68.00 27.76 129.19 -36.28 116.94 4828.45 -3433.14 3200.27 3475.82 -2733.85 2286.72 2724.27 -1902.45 1814.73 -1229.92 730.73 499.30 -545.19 -446.31 1003.01 -805.30 -674.80 -697.70 -326.72 -198.17 -321.17 -42.54 1083.06 753.83
-4251.22 1688.63 -4024.74 7695.04 3840.31 -212.74 -453.26 562.76 437.29 -982.91 1226.21 -107.01 -264.18 -4331.20 -1762.46 2538.30 6392.43 4525.37 2743.61 1662.25 1479.95 -284.84 -447.62 -48.03 1070.76 -5680.38 -2429.99 2911.09 598.01 4948.81 -6143.88 4573.39 -4381.06 -4399.51 3653.47 -3155.12 -2432.15 1400.95 -438.16 868.65 -1284.51 -992.04 651.05 836.55 -632.43 -8.67 -186.68 8.53 -88.63 -141.28 34.71 -59.43 -371.74 67.32
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P 0.03 D366P 0.03 D367P 0.02 D368P 0.02 D369P 0.01 D370P 0.01 D371P 0.00 D489P 268.19 D490P 268.19 D491P 268.20 D492P 268.21 D493P 268.22 D494P 268.23 D495P 268.24 D496P 268.25 D497P 268.26 D498P 268.27 D499P 268.28 D500P -250.93 D501P -574.06 D502P -892.64 D503P -957.14 D504P -1517.75 D505P 229.20 D506P -359.52 D507P 229.20 D508P 229.19 D509P 229.18 D510P 229.17 D511P 60.72 D512P 60.73 D513P -55.67 D514P 0.05 D515P 0.02 D516P -359.51 D517P 268.25 D518P 268.23 D519P 268.22 D520P 268.21 D521P 268.20 D522P 229.19 D523P 229.19 D524P 229.18 D525P 229.18 D526P 229.17 D527P 229.17 D528P 229.17 D529P 229.16 D530P 60.73 D531P 60.73 D532P 60.72 D533P 60.72 D534P 60.72 D535P -55.67
269.87 203.44 118.84 75.79 74.25 49.95 4.75 6769.67 2200.20 -2190.44 -1800.50 -644.39 538.04 5379.44 -1736.15 -1736.16 4634.30 -3670.21 956.60 3775.53 -2942.59 -564.23 4052.77 -2512.49 -906.17 5085.82 2934.85 2458.07 1657.92 -18.96 -128.98 -823.96 862.16 33.02 -906.20 4967.92 2394.40 442.90 6708.96 -1561.81 -2329.33 3264.61 -1285.09 -1683.04 2170.46 -981.17 -612.52 992.77 299.35 -706.29 -255.88 -633.26 1095.84 545.35
-130.10 183.44 -73.57 62.35 -71.46 41.78 -38.05 35.68 24.50 128.17 41.11 18.89 12.29 0.02 -399.16 -2200.21 -78.34 1561.79 -10.91 -6708.97 -19.42 -442.91 56.85 -2394.41 42.01 -5379.45 506.00 7411.92 96.88 -4967.91 -96.88 -4634.31 92.15 3670.20 -58.24 -956.61 64.74 -3775.53 -271.71 2942.59 273.27 564.23 -225.25 -4052.77 -179.34 3034.37 3277.70 -2934.84 1050.25 -10346.26 -4487.97 2512.51 -4770.62 2329.34 -4207.55 1683.05 -2624.63 612.53 264.95 255.90 1943.59 6271.61 -726.17 -545.32 -1356.91 -385.39 -125.78 -11.57 -1050.25 1151.63 -282.85 7411.93 -345.82 -538.06 395.75 644.38 -375.03 1800.49 303.35 2190.43 3336.76 -3264.60 -5343.31 1285.11 1979.91 -2458.05 2505.85 -2170.45 -3738.95 981.18 1487.96 -1657.90 1231.69 -992.76 -1965.41 2262.48 -1124.78 129.01 -270.64 -299.33 -1337.26 706.31 -625.86 18.98 69.45 633.28 262.33 452.71
68.79 817.59 -110.58 120.55 479.38 84.73 64.63 289.70 -12.32 53.78 201.05 28.38 -60.41 365.09 -64.76 20.61 124.15 111.33 -0.02 8.60 22.11 78.34 2663.41 -186.99 -303.35 1843.01 -186.99 375.03 -4437.05 181.54 -395.75 -911.28 -168.64 345.82 -933.19 123.66 -506.00 -1195.72 -114.60 527.91 2292.52 185.30 282.85 -1353.75 76.68 -92.15 -1097.21 -32.56 58.24 1001.48 18.14 -114.11 -921.21 -34.32 240.99 -557.35 60.45 -303.56 885.82 -75.85 219.12 -438.87 90.86 126.04 -967.64 -20.79 -322.84 821.34 -58.20 4770.61 -3281.52 4848.38 1433.74 -10633.35 2347.33 -3277.72 4563.56 -4664.07 -3336.77 3171.20 -4883.97 -2505.86 2494.65 -4044.23 -1231.71 1367.74 -2323.10 1337.28 166.77 1127.77 8360.24 4323.62 7252.57 -262.33 -1360.87 -982.43 -367.94 859.91 -3110.95 -0.31 38.70 -227.41 -2029.16 115.97 -1454.99 -527.91 1732.05 -113.43 -42.01 548.50 -114.60 -56.85 396.74 123.66 19.42 4035.43 -168.64 10.91 363.14 181.54 5343.30 -3369.83 5228.95 -1979.92 2740.79 -4411.59 4207.53 -2254.91 3727.37 3738.94 -2321.37 3761.92 -1487.98 1898.58 -3148.75 2624.62 -1589.80 2477.46 1965.39 -967.03 1925.95 633.79 1961.00 -802.18 -1943.57 301.51 -2159.72 1124.80 -707.82 601.22 270.66 317.05 -750.75 -264.93 -432.37 -627.00 625.88 1217.08 489.43 -11.45 991.93 249.34
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
293 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P -55.68 D537P 0.04 D538P 0.04 D539P 0.03 D540P 0.03 D541P 0.02 D542P 0.01 D543P 0.01 D544P 0.05 D545P 0.04 D546P 0.04 D547P 0.03 D548P 0.03 D549P 0.02 D550P 0.01 D551P 0.01 D552P 0.00 D670P 613.03 D671P 613.03 D672P 613.04 D673P 613.04 D674P 613.04 D675P 613.05 D676P 613.05 D677P 613.07 D678P 613.08 D679P 613.09 D680P 613.10 D681P -402.07 D682P -909.86 D683P -1410.51 D684P -1475.01 D685P -1475.00 D686P 503.70 D687P 739.75 D688P 503.70 D689P 503.70 D690P 503.70 D691P 503.71 D692P -7.43 D693P -7.44 D694P 22.72 D695P -0.05 D696P -0.02 D697P 739.74 D698P 613.06 D699P 613.05 D700P 613.04 D701P 613.04 D702P 613.03 D703P 503.70 D704P 503.70 D705P 503.70 D706P 503.70
-452.68 11.45 -49.27 -592.68 149.82 -410.41 24.29 -104.19 64.70 -195.63 32.53 -48.23 -24.71 188.40 18.85 20.93 385.41 367.91 29.21 29.51 65.96 -27.67 23.37 -35.65 27.71 7.86 11.59 0.28 -17.31 -58.82 -24.17 -58.10 -13.18 -2.95 1202.75 -1126.01 589.45 -3655.23 -153.10 562.85 -65.11 2555.45 -39.85 -1643.31 -230.03 4687.79 352.19 -22806.14 88.97 -1861.49 88.98 1861.50 -449.04 1011.70 443.13 -3237.79 -2.32 -224.58 -627.85 2449.28 688.73 -5579.06 -188.80 1204.34 -405.28 690.44 2325.28 -3631.95 440.38 3950.23 -16.79 -1684.15 -2693.78 4084.56 -1953.22 3294.17 -1202.13 2046.68 -389.59 733.91 -1483.44 -352.42 155.20 187.43 499.47 297.10 -28.94 -65.32 440.38 -3950.21 194.12 16678.08 -76.98 1768.61 301.02 -7864.96 -127.22 1255.55 4.17 -8201.58 4644.21 -8168.99 -2268.56 3694.92 2749.69 -4982.53 3111.95 -5446.83
-1569.09 345.39 -29.18 -29.53 -65.93 27.64 -23.34 35.62 -27.68 -7.88 17.33 58.80 24.20 58.07 13.21 2.93 49.29 592.66 -149.79 410.39 -24.26 104.17 -64.67 195.61 -33.00 125.75 -32.50 48.20 24.74 -188.42 -18.82 -20.95 0.02 -0.02 -589.45 3655.25 -4.17 8201.59 127.22 -1255.54 -301.02 7864.97 76.98 -1768.60 -352.19 22806.15 292.18 -23677.69 -194.12 -16678.07 449.04 -1011.69 -443.13 3237.79 2.32 128.06 627.85 -2497.56 -688.73 5531.46 188.80 -1210.48 405.28 -690.44 -454.06 1460.66 2693.79 -4084.58 -555.10 -2534.66 -2325.27 3631.94 -4644.20 8168.97 -3111.93 5446.81 -2237.41 3465.61 26.52 1741.59 1474.54 2259.57 31.71 73.14 -266.99 34.37 -63.77 38.24 628.97 727.60 292.17 23677.70 230.03 -4687.77 39.85 1643.32 65.11 -2555.44 153.10 -562.83 2268.57 -3694.93 -2749.68 4982.52 1953.23 -3294.19 1849.32 -3111.59
17:07:07 03/17/10
-2009.35 -141.50 151.30 1.70 66.76 89.92 -0.93 57.81 784.03 -217.49 75.20 -74.50 -9.55 -37.71 13.40 -77.55 -23.73 357.47 286.73 -12.91 -148.72 11.40 -143.80 115.49 -21.23 92.66 -107.59 88.69 123.68 -173.60 161.93 45.37 -99.59 3023.54 -108.41 -1406.64 -4420.47 -3051.29 -2072.01 -255.55 -6.26 185.77 419.30 -167.21 505.26 68.04 45.22 124.38 -29.45 90.85 4164.33 -3023.03 2833.09 2988.71
354.65 -1122.24 -690.37 -123.68 -367.06 19.06 444.54 43.02 1732.50 793.41 137.98 288.51 240.98 87.45 -445.94 -142.58 -5.37 1474.22 2227.28 -345.36 4232.79 -1047.76 6790.39 -8331.00 -3743.68 146.37 512.47 -619.15 -538.22 1052.31 -1252.84 107.70 249.30 -4648.51 1337.69 1169.84 7381.65 5265.66 3320.66 1742.43 1342.39 258.97 597.84 -48.83 -1522.66 5646.12 -862.53 -2270.21 -616.44 -5062.99 -7146.94 5227.37 -4985.98 -5155.68
Helman O. Mozo
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Job
294 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
503.70 503.70 503.71 503.71 -7.44 -7.44 -7.43 -7.43 -7.43 22.73 22.74 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00
-1849.30 2090.81 2237.43 -1685.58 626.86 -925.54 -26.50 195.51 -23.64 -31.71 149.87 -68.84 -84.60 -164.10 -48.20 -24.48 -121.15 -16.10 267.02 288.04 248.48 187.99 105.34 63.79 64.10 46.10 2.97
3111.57 -3894.98 -3465.63 1877.40 -1177.15 254.18 -1741.57 -699.07 -243.13 -73.11 817.87 -407.95 -184.19 -80.55 -117.85 -53.58 60.34 -20.67 -34.39 -275.00 -111.28 -78.07 -70.43 -38.27 24.59 41.07 12.27
-2090.80 1202.14 1685.60 -1086.17 1483.46 -626.84 925.56 389.61 -195.49 -149.87 563.26 -288.02 -248.45 -187.97 -105.31 -64.07 -46.08 -2.95 68.86 84.62 164.12 48.22 28.97 24.50 121.17 16.13 0.02
3894.96 -2046.70 -1877.42 196.68 352.44 1177.17 -254.16 -733.88 699.09 -817.84 -141.25 274.98 111.25 78.05 70.40 -24.61 -41.10 -12.29 407.92 184.17 80.53 117.82 65.29 53.56 -60.36 20.65 -0.02
17:07:07 03/17/10
-2373.55 1983.71 2363.27 -1669.73 1485.39 -1092.67 632.82 411.85 -154.24 -180.46 708.75 -643.62 -600.69 -634.99 -276.88 -159.71 -301.60 -34.36 605.79 672.13 744.17 426.05 242.24 159.24 334.16 112.24 5.41
4220.81 -3579.32 -3218.70 1249.44 -580.49 1007.48 -1404.73 -1008.61 320.94 -885.48 672.46 -239.81 -131.55 -4.51 -85.57 -141.04 34.70 -59.46 673.71 -163.83 -55.46 71.69 -9.26 27.58 -64.52 111.33 22.09
Helman O. Mozo
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Job
295 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 10 "COMBO 2-4"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------D0Z93P 0.01676 605.6 0.01809 0.0000 0.0000 0.0000 0.01676 604.3 93.35 D1Z93P 0.01706 0.6233 0.01842 -1.0529 -0.0455 -0.0082 1.342 -0.7017 93.35 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.007101 1000 -107.7 0.0000 0.0000 0.0000 -3.53 993 -99.06 D4Z13P -0.0002688 1000 -107.9 0.0000 0.0000 0.0000 -0.0002688 993.3 -94.58 D5Z19P 0.01003 0.0184 0.01331 -0.1923 -0.1138 -1.4470 -6.33 -6.322 18.75 D6Z26P -0.003036 864 -58.07 0.0000 0.0000 0.0000 -2.536 858.2 -31.78 D7Z31P 0.001259 1000 -128.8 0.0000 0.0000 0.0000 0.001259 994.5 -97.44 D8Z26P -0.002997 0.03587 0.01869 -0.3161 -0.1699 -1.8280 -5.836 -5.797 26.3 D9Z13P 0.001437 0.008255 0.01 -0.1960 0.0682 -1.0483 -6.702 -6.695 13.35 D10Z31P 0.001322 0.05757 0.02075 -0.4141 -0.0269 -1.9702 -5.493 -5.437 31.34 D11Z36P 0.008098 0.08273 0.02247 -0.3885 -0.1328 -1.8590 -5.15 -5.075 36.34 D12Z45P -0.003645 0.1217 0.02561 -0.4679 -0.1272 -1.6793 -4.607 -4.482 44.6 D13Z45P -0.00366 1000 -89.61 0.0000 0.0000 0.0000 -2.387 995.4 -45.04 D14Z50P 0.004362 1000 -105.5 0.0000 0.0000 0.0000 0.004362 995.8 -55.1 D15Z55P 0.011 0.2031 0.02582 -0.7868 -0.0895 -1.4337 -3.872 -3.68 55.31 D16Z68P 0.002595 0.2982 0.02501 -0.2721 -0.0041 0.0253 3.034 -2.733 67.98 D17Z68P 0.01586 0.322 0.02526 -0.5233 -0.0003 -1.1893 -3.015 -2.709 67.98 D18Z55P 0.0003093 0.1877 0.02483 -0.6643 0.0207 -0.0108 3.883 -3.695 55.31 D19Z75P 0.01125 0.3763 0.02457 -0.7052 0.0355 -0.0017 2.545 -2.158 75.38 D20Z75P 0.01184 0.4063 0.02416 -0.6756 -0.1088 -1.0152 -2.522 -2.128 75.38 D21Z81P 0.01027 0.448 0.023 -0.7093 0.0373 0.0017 2.143 -1.684 81.35 D22Z81P 0.01658 0.4806 0.02212 -0.8632 -0.0419 -0.8808 -2.116 -1.652 81.35 D23Z86P 0.01485 0.5452 0.02035 -0.8761 -0.0363 -0.7840 -1.812 -1.281 85.9 D24Z86P 0.01474 0.5091 0.02173 -0.8125 0.0076 -0.0004 1.841 -1.317 85.9 D25Z90P 0.01353 0.5634 0.02009 -0.8453 0.0389 -0.0023 1.59 -1.013 89.62 D26Z90P 0.01815 0.6008 0.01841 -0.9227 -0.0434 -0.7017 -1.558 -0.9756 89.61 D27Z93P 0.01646 0.6622 0.01643 -1.0281 -0.0310 -0.6163 -1.309 -0.6628 93.35 D28Z50P 0.004537 0.1629 0.02579 -0.4944 0.0093 -1.5644 -4.21 -4.052 50.38 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.005959 1000 -107.7 0.0000 0.0000 0.0000 3.528 993 -99.06 D31Z19P -0.009641 0.01604 0.01233 -0.0841 0.0241 0.0047 6.331 -6.324 18.75 D32Z26P 0.004096 864 -58.07 0.0000 0.0000 0.0000 2.537 858.2 -31.78 D33Z26P 0.004045 0.03104 0.01758 -0.1758 0.0574 0.0011 5.837 -5.802 26.3 D34Z13P -0.002028 0.006614 0.009262 -0.1177 -0.1270 0.0091 6.701 -6.697 13.35 D35Z31P 0.001164 0.05141 0.01959 -0.2684 -0.0835 0.0075 5.495 -5.443 31.34 D36Z36P -0.003914 0.07512 0.02126 -0.2472 0.0228 0.0050 5.154 -5.083 36.34 D37Z45P 0.009642 0.1116 0.02435 -0.3336 0.0339 0.0037 4.613 -4.492 44.6 D38Z45P 0.009656 1000 -89.62 0.0000 0.0000 0.0000 2.393 995.4 -45.04 D39Z50P 0.004188 0.1501 0.02466 -0.3594 -0.0829 0.0135 4.219 -4.065 50.38 D40Z113P 0.0004942 1.067 0.02347 -1.2878 -0.0506 -0.2769 -1.325 -0.2578 113.3 D41Z113P 0.0003306 1.06 0.02568 -1.3897 -0.0447 0.0070 1.325 -0.2645 113.3 D42Z110P 0.003269 0.9933 0.02276 -1.2576 -0.0497 -0.3335 -1.322 -0.3317 110 D43Z110P 0.003063 0.9808 0.02497 -1.3516 -0.0476 0.0045 1.328 -0.3442 110 D44Z107P 0.006045 0.9215 0.02189 -1.2211 -0.0541 -0.3900 -1.319 -0.4035 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
296 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.005925 0.008828 0.008696 0.0117 0.01131 0.01435 0.01396 0.01581 0.01182 0.01059 0.006799 0.00496 0.001406 -0.0007635 0.01514 0.01387 0.009684 0.007955 0.004201 0.002141 -0.001311 -0.002308 -0.002811 -0.002388 -0.001873 -0.003567 -0.00352 -0.003821 -0.003923 -0.004314 -0.00437 -0.004626 -0.004671 -0.00505 -0.005075 -0.005322 -0.005349 -0.005801 -0.005563 -0.007941 -0.007864 -0.006498 -0.006926 -0.007453 -0.006346 0.002954 0.002955 -0.007478 -0.006793 -0.006259 -0.005569 -0.005016 -0.004354 -0.003784
0.9036 0.8521 0.8287 0.7854 0.7567 0.7225 0.6887 0.6922 0.722 0.8183 0.8657 0.9571 1.02 1.105 0.6557 0.7533 0.7922 0.8864 0.9419 1.03 1.1 1.148 1.172 1.173 1.15 1.208 1.21 1.245 1.247 1.282 1.285 1.32 1.324 1.358 1.363 1.396 1.401 1.441 1.434 1.514 1.525 1.468 1.487 1.496 1.46 1.837 1.827 1.541 1.548 1.573 1.583 1.606 1.618 1.64
0.02409 0.02084 0.02301 0.0196 0.02172 0.01814 0.0202 0.01735 0.02102 0.02028 0.0236 0.02237 0.02536 0.02379 0.01938 0.01892 0.02243 0.02141 0.02458 0.02316 0.02599 0.01621 0.01081 0.01132 0.01512 0.01116 0.01159 0.01142 0.01187 0.01168 0.01208 0.01188 0.01229 0.01207 0.01243 0.01221 0.01258 0.01269 0.01235 0.00445 0.003674 0.009735 0.007121 0.006702 0.009749 0.005483 0.004714 0.003841 0.004767 0.004126 0.005017 0.00434 0.005196 0.004493
-1.3152 -1.1744 -1.2682 -1.1243 -1.2146 -1.0488 -1.1372 -1.0410 -1.1705 -1.1512 -1.2927 -1.2394 -1.3760 -1.3077 -1.1444 -1.0842 -1.2445 -1.1988 -1.3325 -1.2753 -1.3624 -1.3606 -1.3779 -1.4222 -1.3184 -1.4846 -1.5159 -1.4851 -1.5237 -1.5003 -1.5344 -1.5259 -1.5585 -1.5394 -1.5684 -1.5442 -1.5739 -1.5855 -1.5441 -1.6865 -1.6491 -1.6024 -1.5339 -1.6543 -1.5220 -1.8881 -1.7634 -1.6353 -1.7859 -1.6892 -1.8307 -1.7240 -1.8566 -1.7390
17:07:07 03/17/10
-0.0424 -0.0445 -0.0509 -0.0611 -0.0325 -0.0292 -0.0612 -0.0394 -0.0453 -0.0480 -0.0484 -0.0460 -0.0476 -0.0515 -0.0532 -0.0460 -0.0467 -0.0474 -0.0515 -0.0468 -0.0551 0.0041 -0.0671 -0.0297 -0.1130 -0.0102 -0.0356 -0.0158 -0.0130 -0.0168 -0.0159 -0.0142 -0.0139 -0.0155 -0.0137 -0.0078 -0.0132 -0.0218 -0.0159 0.0087 0.0226 -0.0479 -0.0898 -0.0454 -0.0690 0.0630 0.0630 0.0582 0.0744 0.0634 0.0601 0.0626 0.0635 0.0628
0.0020 -0.4466 -0.0006 -0.5031 -0.0031 -0.5597 -0.0057 -0.5880 -0.0044 -0.4749 0.0007 -0.3618 0.0058 -0.2487 -0.0069 -0.5314 -0.0018 -0.4183 0.0032 -0.3052 0.0083 0.0015 -0.2241 -0.0017 -0.2292 -0.2208 0.0008 -0.2174 0.0033 -0.2141 0.0058 -0.2107 0.0083 -0.2074 0.0107 -0.2040 0.0132 0.0157 -0.2007 -0.1885 0.0257 0.0242 -0.1942 0.0254 -0.1976 -0.1884 0.0256 0.0257 -0.1885 0.0256 -0.1885 0.0256 -0.1884 0.0256
1.331 -1.316 1.334 -1.313 1.336 -1.311 1.339 -1.309 1.337 -1.314 1.332 -1.32 1.326 -1.326 1.34 -1.311 1.335 -1.317 1.329 -1.323 1.324 0.8994 -0.6928 0.6876 -0.9035 -0.6936 0.6865 -0.6938 0.6861 -0.6943 0.6856 -0.6946 0.6853 -0.6951 0.6849 -0.6953 0.6847 0.6842 -0.6956 -0.3579 0.3421 0.5702 -0.4703 0.4559 -0.583 -0.347 0.353 0.3425 -0.3568 0.3437 -0.3556 0.345 -0.3544 0.3462
-0.4214 -0.4729 -0.4963 -0.5396 -0.5683 -0.6025 -0.6363 -0.6328 -0.603 -0.5067 -0.4593 -0.3679 -0.3047 -0.2204 -0.6693 -0.5717 -0.5328 -0.4386 -0.3831 -0.2951 -0.2246 0.2467 0.4825 0.4829 0.2479 0.5184 0.5197 0.5552 0.5574 0.5922 0.5953 0.6297 0.6336 0.6677 0.6725 0.706 0.7114 0.7506 0.7443 1.164 1.175 0.8915 1.023 1.033 0.8836 1.487 1.477 1.191 1.198 1.223 1.233 1.256 1.268 1.29
106.6 103.3 103.3 100 100 96.68 96.68 95.02 98.34 101.7 105 108.3 111.6 114.9 95.02 98.34 101.7 105 108.3 111.6 114.9 117 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.7 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6 133.1 133.7 134.2 134.8
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P -0.003136 1.655 0.005324 -1.8734 0.0627 D100Z136P -0.002554 1.674 0.0046 -1.7573 0.0628 D101Z136P -0.001919 1.691 0.005411 -1.8873 0.0630 D102Z137P -0.001325 1.708 0.004669 -1.7682 0.0629 D103Z138P -0.000701 1.728 0.005463 -1.8950 0.0629 D104Z138P -9.682e-005 1.742 0.004703 -1.7744 0.0629 D105Z139P 0.000517 1.764 0.00548 -1.8937 0.0629 D106Z139P 0.001126 1.776 0.004713 -1.7645 0.0629 D107Z140P 0.001736 1.801 0.005483 -1.8891 0.0630 D108Z140P 0.002345 1.81 0.004714 -1.7646 0.0630 D109Z92P 0.01715 0.6333 0.01739 -0.9883 -0.0884 D111Z88P 0.01689 0.575 0.01929 -0.9075 0.0160 D113Z84P 0.01583 0.5159 0.02112 -0.8624 -0.1003 D115Z79P 0.01394 0.4445 0.02323 -0.7837 0.0081 D117Z72P 0.01702 0.3704 0.02427 -0.7712 -0.1433 D119Z62P 0.00759 0.3005 0.02385 -0.5112 -0.0613 D121Z9P 0.005949 -0.002202 0.006873 -0.0531 -0.0262 D122Z9P -0.007091 -0.001474 0.007424 -0.1082 -0.0203 D123Z132P -0.006827 1.557 0.004002 -1.6564 0.0640 D124Z133P -0.005595 1.59 0.004251 -1.7107 0.0648 D125Z134P -0.004372 1.623 0.00443 -1.7322 0.0641 D126Z135P -0.003149 1.657 0.004556 -1.7483 0.0639 D127Z136P -0.001927 1.691 0.004644 -1.7635 0.0638 D128Z138P -0.0007048 1.725 0.004695 -1.7729 0.0637 D129Z139P 0.0005162 1.759 0.004712 -1.7698 0.0633 D130Z140P 0.001736 1.793 0.004714 -1.7639 0.0630 D131Z92P 0.01619 0.5943 0.01934 -0.9055 0.0805 D132Z88P 0.01377 0.5381 0.02084 -0.8395 -0.0342 D133Z84P 0.01297 0.48 0.02239 -0.7725 0.0748 D134Z79P 0.01045 0.4156 0.02368 -0.6745 -0.0271 D135Z72P 0.00642 0.3351 0.02509 -0.6732 0.0984 D136Z62P 0.006934 0.2829 0.02305 -0.4125 -0.0014 D137Z93P 3.709e-014 0.6236 -0.005412 0.0000 0.0000 D138Z93P -0.01959 0.6232 -0.02916 -1.0576 0.0434 D139Z9P 1000 -0.002242 107.7 0.0000 0.0000 D140Z13P -157.9 0.003661 -10.62 0.0000 0.0000 D141Z26P 864 0.03097 58.1 0.0000 0.0000 D142Z31P -187.5 0.05121 -12.6 0.0000 0.0000 D143Z45P 1000 0.1115 89.65 0.0000 0.0000 D144Z50P -126.4 0.1499 -8.501 0.0000 0.0000 D145Z68P -0.003198 0.2994 -0.03368 -0.2730 -0.0030 D146Z55P -0.0007925 0.1883 -0.03237 -0.6618 -0.0257 D147Z75P -0.01345 0.3761 -0.03407 -0.6994 -0.0391 D148Z81P -0.01187 0.4485 -0.03285 -0.7395 -0.0353 D149Z86P -0.01716 0.5093 -0.03197 -0.8051 -0.0137 D150Z90P -0.01561 0.5637 -0.03055 -0.8310 -0.0466 D151Z9P -1000 -0.003638 -107.7 0.0000 0.0000 D152Z9P -0.007965 -0.003544 -0.008588 -0.0573 0.0261 D153Z0P 0 0 0 0.0000 0.0000 D154Z19P 0.0116 0.01805 -0.0152 -0.0797 -0.0261 D155Z26P -864 0.02998 -58.1 0.0000 0.0000 D156Z26P -0.005475 0.03004 -0.02203 -0.1664 -0.0722 D157Z13P 0.001624 0.006867 -0.01154 -0.1457 0.1591 D158Z31P -0.001869 0.05137 -0.02467 -0.2898 0.1016
17:07:07 03/17/10
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Helman O. Mozo
Page
Job
298 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
299 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
300 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 0.0003858 1.636 -0.01731 -1.8625 D268Z136P -0.0007791 1.673 -0.01743 -1.8811 D269Z137P -0.001944 1.709 -0.01752 -1.8920 D270Z138P -0.00311 1.746 -0.01756 -1.8981 D271Z139P -0.00428 1.783 -0.01757 -1.8882 D272Z140P -0.005455 1.819 -0.01758 -1.8883 D273Z132P 0.003331 1.548 -0.01677 -1.8067 D274Z133P 0.002167 1.583 -0.01704 -1.8277 D275Z134P 0.0009975 1.618 -0.01724 -1.8577 D276Z135P -0.0001741 1.655 -0.01738 -1.8716 D277Z136P -0.001347 1.691 -0.01748 -1.8873 D278Z138P -0.002519 1.728 -0.01755 -1.8966 D279Z139P -0.003692 1.764 -0.01757 -1.8935 D280Z140P -0.004867 1.801 -0.01758 -1.8876 D281Z92P -0.01983 0.6336 -0.02806 -0.9565 D282Z88P -0.01936 0.575 -0.02976 -0.9121 D283Z84P -0.01811 0.5159 -0.03133 -0.8109 D284Z79P -0.01683 0.4465 -0.03289 -0.7738 D285Z72P -0.01673 0.3624 -0.03434 -0.7279 D286Z62P -0.00897 0.3005 -0.03243 -0.5241 D287Z93P 3.709e-014 0.6625 -0.005498 0.0000 D288Z9P 1000 -0.003181 -107.7 0.0000 D289Z13P 157.9 0.004814 -10.62 0.0000 D290Z26P 864 0.03435 -58.1 0.0000 D291Z31P 187.5 0.0571 -12.61 0.0000 D292Z45P 1000 0.1202 -89.66 0.0000 D293Z50P 126.4 0.1626 -8.501 0.0000 D294Z9P -1000 -0.001515 107.7 0.0000 D295Z26P -864 0.03568 58.1 0.0000 D296Z45P -1000 0.1216 89.65 0.0000 D297Z131P -0.007526 1.53 0.004625 -1.7767 D298Z133P -0.006146 1.565 0.00491 -1.8124 D299Z134P -0.004969 1.601 0.005124 -1.8503 D300Z135P -0.003743 1.636 0.00527 -1.8604 D301Z136P -0.002528 1.673 0.005377 -1.8807 D302Z137P -0.00131 1.709 0.005446 -1.8922 D303Z138P -9.211e-005 1.746 0.00548 -1.9004 D304Z139P 0.001126 1.783 0.005483 -1.8859 D305Z140P 0.002345 1.819 0.005483 -1.8878
17:07:07 03/17/10
-0.0609 -0.0609 -0.0609 -0.0608 -0.0608 -0.0608 -0.0574 -0.0593 -0.0594 -0.0599 -0.0599 -0.0600 -0.0602 -0.0607 0.0781 -0.0458 0.0884 -0.0359 0.1221 0.0102 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0674 0.0615 0.0632 0.0628 0.0629 0.0629 0.0629 0.0630 0.0630
-0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.0406 -0.4013 -0.4618 -0.5133 -0.5920 -0.6711 -0.8179 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1885 -0.1885 -0.1884 -0.1884 -0.1884 -0.1884 -0.1884 -0.1884 -0.1884
-0.3496 1.986 134.8 -0.3508 2.023 135.9 -0.3519 2.059 137 -0.3531 2.096 138.1 -0.3543 2.133 139.2 -0.3555 2.169 140.3 -0.3467 1.898 132 -0.3478 1.933 133.1 -0.349 1.968 134.2 -0.3502 2.005 135.3 -0.3513 2.041 136.4 -0.3525 2.078 137.5 -0.3537 2.114 138.6 -0.3549 2.151 139.7 -1.46 2.073 91.6 -1.712 2.267 87.84 -1.986 2.484 83.74 -2.333 2.762 78.56 -2.777 3.123 71.95 -3.414 3.705 62.37 -1.325 0.6625 93.33 993 3.519 -99.07 151.2 0.004814 2.722 858.2 2.567 -31.82 182 0.0571 18.71 995.4 2.503 -45.08 122.2 0.1626 41.85 -1007 -3.524 116.2 -869.8 -2.497 84.38 -1005 -2.262 134.2 -0.3575 1.18 131.4 -0.3561 1.215 132.6 -0.355 1.251 133.7 -0.3537 1.286 134.8 -0.3525 1.323 135.9 -0.3513 1.359 137 -0.3501 1.396 138.1 -0.3489 1.433 139.2 -0.3477 1.469 140.3
Joint Support Reactions for Load Case "COMBO 2-4": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D2Z0P -93.70 0.0 -117.56 0.0 -1050.99 0.0 0.0 1061.69 0.0 -0.43 0.0 2.4 0.0 3.86 0.0 0.0 D29Z0P 89.23 0.0 -104.40 0.0 -967.59 0.0 0.0 977.29 0.0 -0.86 0.0 -1.8 0.0 0.03 0.0 0.0 D153Z0P -111.99 0.0 -129.47 0.0 1205.38 0.0 0.0 1217.48 0.0 -1.15 0.0 2.3 0.0 0.03 0.0 0.0 D228Z0P 120.08 0.0 -145.09 0.0 1314.29 0.0 0.0 1327.72 0.0 -0.83 0.0 -2.9 0.0 3.36 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-4":
Helman O. Mozo
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Job
301 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.6056 -0.7172 0.0000 -0.0000 0.7172 0.0168 605.6455 0.0181 D1Z93P 0.0000 1.2782 -1.4645 0.0000 -1.2775 1.4645 0.0171 0.6233 0.0184 D2Z0P 0.0000 1.7632 -2.2480 93.6995 115.7939 1053.2389 0.0000 0.0000 0.0000 D3Z9P 0.0000 3.2170 -4.6076 -0.0000 -1.6158 4.4999 -0.0071 1000.0000 -107.6506 D4Z13P 0.0000 1.4538 -2.3596 -0.0000 0.1514 2.2517 -0.0003 1000.0000 -107.9182 D5Z19P -0.5646 6.4155 -7.3670 0.5647 -6.4154 7.3670 0.0100 0.0184 0.0133 D6Z26P 0.0000 1.7359 -2.8008 -0.0000 -0.8718 2.7428 -0.0030 864.0466 -58.0689 D7Z31P 0.0000 1.7359 -2.8008 0.0000 0.1796 2.6721 0.0013 1000.0000 -128.7620 D8Z26P -0.5727 5.0077 -5.0074 0.5727 -5.0077 5.0074 -0.0030 0.0359 0.0187 D9Z13P -0.1455 2.2851 -3.4828 0.1455 -2.2851 3.4828 0.0014 0.0083 0.0100 D10Z31P -0.9159 6.9686 -6.4008 0.9159 -6.9686 6.4009 0.0013 0.0576 0.0207 D11Z36P 0.0000 4.4216 -5.0561 0.0000 -4.4215 5.0561 0.0081 0.0827 0.0225 D12Z45P 0.0000 2.6788 -3.8288 -0.0000 -2.6787 3.8288 -0.0036 0.1217 0.0256 D13Z45P 0.0000 2.6788 -3.8288 -0.0000 -1.3454 3.7392 -0.0037 1000.0000 -89.6148 D14Z50P 0.0000 1.4491 -1.8885 0.0000 0.1199 1.7831 0.0044 1000.0000 -105.4546 D15Z55P 0.0000 4.1793 -5.0038 0.0000 -4.1791 5.0038 0.0110 0.2031 0.0258 D16Z68P 0.0000 10.2104 -5.1122 0.0000 -10.2101 5.1122 0.0026 0.2982 0.0250 D17Z68P 0.0000 10.2104 -5.1122 0.0000 -10.2101 5.1122 0.0159 0.3220 0.0253 D18Z55P 0.0000 9.9119 -5.3458 0.0000 -9.9117 5.3458 0.0003 0.1877 0.0248 D19Z75P 0.0000 2.6324 -2.8484 0.0000 -2.6320 2.8484 0.0112 0.3763 0.0246 D20Z75P 0.0000 8.7491 -3.1904 0.0000 -8.7487 3.1904 0.0118 0.4063 0.0242 D21Z81P 0.0000 2.0041 -2.1115 0.0000 -2.0036 2.1115 0.0103 0.4480 0.0230 D22Z81P 0.0000 2.0041 -2.1115 0.0000 -2.0036 2.1115 0.0166 0.4806 0.0221 D23Z86P 0.0000 1.5665 -1.6721 0.0000 -1.5659 1.6721 0.0149 0.5452 0.0203 D24Z86P 0.0000 1.5665 -1.6721 0.0000 -1.5660 1.6721 0.0147 0.5091 0.0217 D25Z90P 0.0000 1.3723 -1.5014 0.0000 -1.3718 1.5014 0.0135 0.5634 0.0201 D26Z90P 0.0000 1.3723 -1.5014 0.0000 -1.3717 1.5014 0.0182 0.6008 0.0184 D27Z93P 0.0000 1.2782 -1.4645 0.0000 -1.2775 1.4645 0.0165 0.6622 0.0164 D28Z50P 0.0000 1.4491 -1.8885 0.0000 -1.4490 1.8885 0.0045 0.1629 0.0258 D29Z0P 0.0000 1.7632 -2.2480 -89.2343 102.6411 969.8424 0.0000 0.0000 0.0000 D30Z9P 0.0000 3.2170 -4.6076 0.0000 -1.6158 4.4999 0.0060 1000.0000 -107.6511 D31Z19P 0.0000 3.1897 -5.1604 -0.0000 -3.1897 5.1604 -0.0096 0.0160 0.0123 D32Z26P 0.0000 1.7359 -2.8008 0.0000 -0.8718 2.7428 0.0041 864.0437 -58.0695 D33Z26P 0.0000 1.7359 -2.8008 0.0000 -1.7358 2.8009 0.0040 0.0310 0.0176 D34Z13P 0.0000 1.4538 -2.3596 -0.0000 -1.4538 2.3596 -0.0020 0.0066 0.0093 D35Z31P 0.0000 1.7359 -2.8008 0.0000 -1.7358 2.8009 0.0012 0.0514 0.0196 D36Z36P 0.0000 2.9656 -4.7411 -0.0000 -2.9655 4.7411 -0.0039 0.0751 0.0213 D37Z45P 0.0000 2.6788 -3.8288 0.0000 -2.6787 3.8288 0.0096 0.1116 0.0244 D38Z45P 0.0000 2.6788 -3.8288 0.0000 -1.3454 3.7392 0.0097 1000.0000 -89.6154 D39Z50P 0.0000 1.4491 -1.8885 0.0000 -1.4490 1.8885 0.0042 0.1501 0.0247 D40Z113P 0.0000 0.6787 -0.7789 0.0000 -0.6776 0.7789 0.0005 1.0672 0.0235 D41Z113P 0.0000 0.6787 -0.7789 0.0000 -0.6776 0.7789 0.0003 1.0605 0.0257 D42Z110P 0.0000 0.6745 -0.7789 0.0000 -0.6735 0.7789 0.0033 0.9933 0.0228 D43Z110P 0.0000 0.6745 -0.7789 0.0000 -0.6735 0.7789 0.0031 0.9808 0.0250 D44Z107P 0.0000 0.6963 -0.8261 0.0000 -0.6953 0.8261 0.0060 0.9215 0.0219 D45Z107P 0.0000 0.6963 -0.8261 0.0000 -0.6954 0.8261 0.0059 0.9036 0.0241 D46Z103P 0.0000 0.6916 -0.8261 0.0000 -0.6908 0.8261 0.0088 0.8521 0.0208 D47Z103P 0.0000 0.6916 -0.8261 0.0000 -0.6908 0.8261 0.0087 0.8287 0.0230 D48Z100P 0.0000 0.6611 -0.7789 0.0000 -0.6603 0.7789 0.0117 0.7854 0.0196 D49Z100P 0.0000 0.6611 -0.7789 0.0000 -0.6604 0.7789 0.0113 0.7567 0.0217
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
302 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.6056 0.6056 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822 0.6056 1.2668 1.3527 3.1972 1.3707 1.3532 1.2822 0.6035 0.8886 0.8886 0.6035 0.5708 0.5708 3.6161 3.6161 0.5736 0.5736 0.5669 0.5669 3.6264 3.6264 0.5615 0.5615 0.5244 0.5244 0.3342 0.3342 0.2434 0.2434 0.2434 0.2434 0.0977 0.0977 0.0908 0.1818 0.0910 0.1821 0.0911 3.0405 0.0913 0.1827 0.0914 0.1830 0.0916 0.1834
-0.7172 -0.7172 -0.7172 -1.4961 -1.6050 -2.8402 -1.6050 -1.5578 -1.5096 -0.7172 -1.4961 -1.6050 -2.8402 -1.6050 -1.5578 -1.5096 -0.7307 -1.1798 -1.1798 -0.7307 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331 -0.2976 -0.2976 -0.2108 -0.2108 -0.2108 -0.2108 -0.0929 -0.0929 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -1.1023 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -0.1735
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
17:07:07 03/17/10
-0.6049 -0.6050 -0.6050 -1.2660 -1.3519 -3.1963 -1.3698 -1.3521 -1.2811 -0.6050 -1.2660 -1.3520 -3.1963 -1.3698 -1.3521 -1.2811 -0.6024 -0.8874 -0.8874 -0.6024 -0.5696 -0.5696 -3.6149 -3.6149 -0.5723 -0.5723 -0.5656 -0.5656 -3.6250 -3.6250 -0.5601 -0.5601 -0.5230 -0.5230 -0.3327 -0.3326 -0.2419 -0.2419 -0.2419 -0.2419 -0.0959 -0.0959 -0.0893 -0.1802 -0.0894 -0.1805 -0.0895 -3.0389 -0.0896 -0.1811 -0.0898 -0.1814 -0.0899 -0.1816
0.7172 0.7172 0.7172 1.4961 1.6050 2.8402 1.6050 1.5579 1.5097 0.7172 1.4961 1.6050 2.8402 1.6050 1.5578 1.5097 0.7307 1.1798 1.1798 0.7307 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8706 1.8706 0.8446 0.8446 0.6331 0.6331 0.2976 0.2976 0.2108 0.2108 0.2108 0.2108 0.0929 0.0929 0.0868 0.1736 0.0868 0.1736 0.0868 1.1024 0.0868 0.1736 0.0868 0.1736 0.0868 0.1736
0.0144 0.0140 0.0158 0.0118 0.0106 0.0068 0.0050 0.0014 -0.0008 0.0151 0.0139 0.0097 0.0080 0.0042 0.0021 -0.0013 -0.0023 -0.0028 -0.0024 -0.0019 -0.0036 -0.0035 -0.0038 -0.0039 -0.0043 -0.0044 -0.0046 -0.0047 -0.0051 -0.0051 -0.0053 -0.0053 -0.0058 -0.0056 -0.0079 -0.0079 -0.0065 -0.0069 -0.0075 -0.0063 0.0030 0.0030 -0.0075 -0.0068 -0.0063 -0.0056 -0.0050 -0.0044 -0.0038 -0.0031 -0.0026 -0.0019 -0.0013 -0.0007
0.7225 0.6887 0.6922 0.7220 0.8183 0.8657 0.9571 1.0203 1.1046 0.6557 0.7533 0.7922 0.8864 0.9419 1.0299 1.1004 1.1484 1.1725 1.1729 1.1495 1.2084 1.2097 1.2452 1.2474 1.2822 1.2853 1.3197 1.3236 1.3577 1.3625 1.3960 1.4014 1.4406 1.4343 1.5135 1.5252 1.4682 1.4865 1.4963 1.4603 1.8374 1.8274 1.5410 1.5477 1.5731 1.5827 1.6062 1.6185 1.6397 1.6545 1.6736 1.6909 1.7077 1.7275
0.0181 0.0202 0.0174 0.0210 0.0203 0.0236 0.0224 0.0254 0.0238 0.0194 0.0189 0.0224 0.0214 0.0246 0.0232 0.0260 0.0162 0.0108 0.0113 0.0151 0.0112 0.0116 0.0114 0.0119 0.0117 0.0121 0.0119 0.0123 0.0121 0.0124 0.0122 0.0126 0.0127 0.0123 0.0044 0.0037 0.0097 0.0071 0.0067 0.0097 0.0055 0.0047 0.0038 0.0048 0.0041 0.0050 0.0043 0.0052 0.0045 0.0053 0.0046 0.0054 0.0047 0.0055
Helman O. Mozo
Page
Job
303 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0918 3.0614 0.0919 0.1897 0.0977 0.6725 4.6444 4.7718 1.1374 7.5531 8.6094 3.2170 3.2170 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 0.6998 0.8667 1.1374 1.4950 8.6094 0.6056 1.2782 3.2170 1.4538 1.7359 1.7359 2.6788 1.4491 10.2104 4.1793 2.6324 2.0041 1.5665 1.3723 3.2170 8.7790 1.7632 3.1897 1.7359 1.7359 1.4538 2.8017 2.9656 2.6788 2.6788 2.6125 0.6787
-0.0868 -1.1023 -0.0868 -0.1797 -0.0929 -0.7473 -1.0961 -1.2600 -1.1935 -1.9969 -3.4573 -4.6076 -4.6076 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -0.7541 -0.9180 -1.1935 -1.6549 -3.4573 -0.7172 -1.4645 -4.6076 -2.3596 -2.8008 -2.8008 -3.8288 -1.8885 -5.1122 -5.0038 -2.8484 -2.1115 -1.6721 -1.5014 -4.6076 -4.9496 -2.2480 -5.1604 -2.8008 -2.8008 -2.3596 -2.9358 -4.7411 -3.8288 -3.8288 -2.0235 -0.7789
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17:07:07 03/17/10
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Helman O. Mozo
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304 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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17:07:07 03/17/10
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 32.03 7470.95 72.25 -2619.47 1597.06 2827.79 972.99 D128P 32.03 2619.46 -1597.05 2042.80 4552.95 2284.05 1448.10 D129P 32.03 -418.89 -1065.20 -2593.17 -1984.10 -1501.75 -1520.31 D130P 32.03 623.34 -384.08 -38.62 4656.71 237.51 1735.54 D131P 32.03 -724.18 198.92 -1343.71 -3350.37 -635.03 -967.78 D132P 32.02 432.61 -2210.17 -4236.84 13141.69 -939.56 2699.84 D133P 32.02 4236.83 -13141.69 5799.81 -16318.88 1798.80 -5280.03 D134P 32.02 -1191.32 -1394.88 -3765.27 -11575.45 -1000.88 -2619.09 D135P 32.02 -1191.33 1394.88 -2745.98 -554.09 -678.14 144.81 D136P 32.02 2745.98 554.10 2170.81 1995.62 592.94 307.48 D137P 32.02 -2170.82 -1995.62 -563.40 88.48 -544.39 -379.72 D138P 32.02 563.39 -88.47 -2359.98 -1277.34 -355.22 -270.05 D139P 32.02 2359.98 1277.34 1872.40 3302.51 558.06 603.88
1.8191 -0.0176 1.5477 -0.0168 1.5827 -0.0170 1.6185 -0.0172 1.6545 -0.0174 1.6909 -0.0175 1.7275 -0.0175 1.7643 -0.0176 1.8008 -0.0176 0.6336 -0.0281 0.5750 -0.0298 0.5159 -0.0313 0.4465 -0.0329 0.3624 -0.0343 0.3005 -0.0324 0.6625 -0.0055 -0.0032 -107.6599 0.0048 -10.6175 0.0343 -58.1010 0.0571 -12.6052 0.1202 -89.6600 0.1626 -8.5011 -0.0015 107.6585 0.0357 58.0957 0.1216 89.6527 1.5305 0.0046 1.5651 0.0049 1.6005 0.0051 1.6365 0.0053 1.6727 0.0054 1.7092 0.0054 1.7459 0.0055 1.7825 0.0055 1.8191 0.0055
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
32.02 32.02 32.02 38.73 118.88 38.73 38.73 38.73 38.73 68.73 68.73 32.75 -0.01 -0.00 118.87 32.02 32.03 32.03 32.03 32.03 38.73 38.73 38.73 38.73 38.73 38.73 38.73 38.73 68.73 68.73 68.73 68.74 68.74 32.75 32.76 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 51.06 51.05 51.05
-1872.40 -286.56 2482.02 312.19 -22.79 -5234.06 76.98 -181.78 -176.00 -386.49 129.76 72.22 191.74 -43.94 -22.80 3765.28 1343.71 38.62 2593.16 -2042.81 -1871.03 -509.53 -1099.75 -1138.93 -76.76 -853.19 -1143.21 403.82 232.95 260.44 846.40 637.48 -104.81 146.59 104.69 -263.94 -115.70 -49.24 -80.35 -42.27 37.47 -23.83 -11.36 -165.04 -57.65 -39.94 -37.26 -18.19 22.55 31.81 14.68 -7726.14 -2901.99 1781.54
-3302.51 636.62 311.89 -4527.13 3091.26 5331.47 5361.90 4611.40 2868.22 -693.24 -3342.27 -228.53 -482.66 103.22 -3091.24 11575.46 3350.38 -4656.70 1984.11 -4552.94 -7023.87 5674.23 -4178.89 -4868.16 4234.48 -3276.87 -2864.54 2561.92 1143.37 -864.58 674.15 637.14 206.91 104.85 501.19 388.01 331.11 226.10 160.62 50.40 13.38 0.63 -555.85 -370.86 -268.84 -190.05 -130.99 -76.14 -25.56 -2.78 0.51 501.67 -1759.24 347.32
286.55 -2482.02 1900.21 -77.00 -5730.09 -312.21 1871.01 1138.90 1143.18 -846.42 -4184.17 -146.57 11.33 18.16 1802.28 5799.81 -432.61 724.17 -623.35 418.88 509.51 1099.73 181.75 76.74 853.16 175.98 -403.85 -1070.13 -129.79 -232.98 -260.47 386.46 -637.50 -104.67 476.89 165.01 57.62 39.91 37.23 -22.59 -31.84 -14.71 263.92 115.67 49.21 80.32 43.91 42.24 -37.50 23.79 -0.03 2902.00 -2016.49 4839.26
-636.62 -311.89 687.41 -5361.90 -160.10 4527.13 7023.87 4868.16 2864.55 -674.15 -3919.43 -104.83 555.85 76.14 266.16 16318.88 2210.18 -198.91 384.09 1065.21 -5674.23 4178.90 -4611.39 -4234.48 3276.88 -2868.21 -2561.92 1478.70 3342.26 -1143.37 864.58 693.24 -637.14 -501.17 -203.07 370.86 268.83 190.05 130.99 25.56 2.78 -0.52 -388.01 -331.12 -226.10 -160.62 -103.22 -50.40 -13.38 -0.63 -0.00 1759.25 5419.02 -442.29
17:07:07 03/17/10
-292.63 -580.24 507.86 141.68 -5436.37 -3331.09 1173.48 576.58 582.64 -867.81 -2853.79 -73.89 366.25 -46.51 840.79 1338.24 269.20 278.33 934.14 -938.10 -820.19 355.54 -553.01 -639.87 467.71 -407.96 -931.96 -401.39 72.61 19.33 412.42 720.72 -522.49 41.66 578.01 -178.44 -104.75 -16.83 -77.77 -116.98 10.16 -69.51 455.52 -89.04 -15.23 72.82 12.00 43.38 -26.96 100.29 26.42 -2811.85 -2409.58 3300.99
-726.87 68.06 115.81 -5957.25 2769.90 5921.08 7461.31 5710.58 3453.47 -962.47 -5111.30 -331.32 132.00 323.49 -1334.83 3902.66 1642.99 -1771.76 1123.07 -2014.78 -7649.46 5935.62 -5295.35 -5483.52 4524.91 -3701.86 -3268.95 2434.11 3157.31 -1413.34 1083.07 936.41 -302.82 -393.88 296.29 1368.70 1082.07 750.56 525.96 137.01 29.13 0.20 -1702.34 -1266.09 -892.66 -632.48 -422.43 -228.23 -70.23 -6.14 0.93 1317.83 1792.94 -47.35
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
51.05 51.04 51.04 51.04 51.04 51.04 51.04 51.04 51.04 51.04 51.03 51.03 51.03 98.31 491.05 98.31 98.31 98.31 98.32 -12.18 -12.19 38.41 -0.03 -0.01 491.04 51.04 51.04 51.05 51.05 51.05 98.31 98.31 98.31 98.32 98.32 98.32 98.32 98.32 -12.19 -12.18 -12.18 -12.18 -12.18 38.41 38.42 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00 -0.03 -0.02
1050.97 1558.00 47.36 5445.30 446.14 2844.75 339.59 -152.60 1439.15 -3518.22 546.23 -1127.27 -743.00 -2115.60 3535.96 13134.77 689.80 2721.49 -3535.95 -13134.77 -5310.67 -16315.18 -1585.52 -5278.13 1383.40 -1449.59 3452.59 -11659.17 976.53 -2647.04 1383.41 1449.59 3379.47 -567.61 820.33 151.91 -3379.47 567.61 -2797.51 2004.32 -744.91 310.16 2797.51 -2004.32 574.41 86.29 671.36 -381.88 -574.40 -86.29 3146.51 -1333.81 508.55 -280.78 -3146.51 1333.81 -2808.03 3479.73 -785.14 634.69 2808.03 -3479.73 -126.67 -776.51 494.78 -785.38 126.68 776.51 3064.26 -395.31 668.76 79.89 -3064.26 395.31 -2452.13 824.54 -639.30 141.37 470.24 4860.32 281.93 5877.53 453.12 6468.58 525.94 1995.74 5100.54 -1708.11 5316.93 271.80 -5113.50 -5812.94 -470.26 -4860.32 -3353.61 -6410.37 -281.95 -5877.53 1329.78 -7842.94 631.22 -8265.34 -546.16 -5188.93 719.52 -5483.34 104.43 -6429.07 -441.19 -3367.15 878.46 -3044.23 263.42 -3862.27 -22.59 -579.76 -564.02 -884.75 -412.90 -1030.83 -263.38 -460.74 -4863.36 2349.92 -3608.56 1329.75 -238.74 314.47 47.83 124.08 -189.74 435.86 227.24 568.59 175.58 -225.61 726.54 618.61 -34.98 -0.44 30.33 0.26 -8.38 -0.33 525.96 -1995.72 -1746.27 1317.42 -576.59 -320.49 -3452.60 11659.18 -5310.68 16315.18 -1226.06 3913.86 -1439.14 3518.22 743.00 2115.61 -205.69 1664.63 -47.35 -5445.29 -339.58 152.60 -141.19 -1931.25 -4839.25 442.30 -1050.96 -1557.99 -2793.31 -529.09 2016.50 -5419.01 -1781.53 -347.31 135.74 -3331.07 -1329.80 7842.94 940.12 6346.85 -234.75 8548.07 -940.14 -6346.85 791.13 -4688.25 -89.77 -6647.65 -791.15 4688.25 546.14 5188.93 -147.59 5950.11 -719.54 5483.34 422.48 4764.08 -178.95 6173.14 -422.50 -4764.08 595.43 -3773.52 104.17 -5143.13 -595.45 3773.52 441.16 3367.14 -92.95 4301.60 -878.49 3044.23 -366.82 2493.24 -750.19 3335.82 366.80 -2493.24 -243.09 -2226.52 74.52 -2843.23 112.60 1145.26 263.35 460.74 264.62 1130.41 512.82 -938.32 -112.62 -1145.26 281.69 -1466.57 564.00 884.75 -512.85 938.32 36.00 1283.21 140.14 -83.42 22.56 579.76 114.52 349.36 392.64 55.04 -140.16 83.42 177.71 97.46 -47.85 -124.06 127.54 -495.63 79.20 -615.89 -127.57 495.65 -562.76 -238.27 -686.08 255.80 -150.74 -117.37 134.29 44.63 -29.67 -131.19 -112.72 28.11 148.75 -10.58 64.98 31.63 71.14 -6.96 122.35 2.72 348.98 -7.63 -47.18 1.51 49.44 -0.53 4.07 1.76 -5.60 -0.08 65.63 0.15 108.27 0.14 157.07 -0.22 58.91 0.17 389.55 -0.10 18.67 -0.12 2.97 0.06 39.03 -0.11 -175.61 225.61 150.71 117.37 -44.91 618.60 -134.32 -44.63 112.69 -28.11 -39.02 -131.20
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00 657.86 657.87 657.88 657.90 657.92 657.95 657.96 657.99 658.01 658.03 658.05 -595.22 -1287.33 -1969.70 -2125.40 -3478.59 560.70 347.80 560.71 560.69 560.67 560.66 37.38 37.39 67.42 0.01 0.01 347.80 657.98 657.94 657.91 657.89 657.87 560.69 560.68 560.68 560.67 560.66 560.66 560.65 560.65 37.39 37.38 37.38 37.38 37.38 67.42
-148.78 10.58 -71.17 6.96 -396.70 31.63 -122.38 -2.72 47.15 -1.51 -135.69 -7.63 -49.47 0.53 34.95 0.44 -26.19 1.76 -30.36 -0.26 5.57 0.08 -44.71 -0.33 -65.66 -0.15 -157.10 0.23 -401.77 0.14 -58.94 -0.17 -18.70 0.12 -140.04 -0.09 -3.00 -0.06 -0.03 0.00 -5.47 -0.10 -3247.82 -995.13 847.05 -1349.43 -1399.34 -1366.58 -847.04 1349.42 -1188.31 -5108.71 -997.12 -1841.69 1319.74 -243.27 4876.46 -141.86 3089.29 -192.02 1191.66 -1558.58 -301.13 -4762.06 361.74 -2567.45 369.90 39.05 1786.78 2954.84 662.29 919.39 -661.48 2091.30 2940.87 -12407.41 562.96 -2547.85 -2940.87 12407.41 -4511.02 15570.33 -1335.56 5014.27 1265.38 1296.39 3018.96 11256.54 865.13 2534.80 1265.39 -1296.40 3567.85 679.48 832.45 -106.25 -3567.84 -679.48 -2921.41 -2099.45 -782.57 -335.13 2921.41 2099.45 602.43 -117.22 701.60 394.67 -602.42 -1.94 3255.21 1454.98 524.50 287.29 -3255.20 -1520.79 -2817.28 -3689.20 -800.69 -686.97 2817.28 3624.32 -186.64 876.52 485.42 830.52 186.64 -891.33 3311.29 467.26 733.10 -88.88 -3311.29 -595.92 -2619.41 -1120.89 -687.32 -198.96 -148.82 -4550.67 474.27 -5948.49 196.06 -6324.79 500.86 -3004.83 8306.89 -1047.12 8323.17 -3829.02 -1552.03 3041.09 148.80 4550.67 -842.79 4559.61 -474.29 5948.49 1020.27 8010.74 328.90 8409.17 -514.45 5152.00 637.96 5535.24 74.41 6438.10 -326.87 3272.13 547.06 3284.23 132.64 3949.61 -333.40 -671.55 -843.57 -859.91 -828.43 -1077.95 135.37 -3666.71 -5094.13 -6653.61 -3490.33 -7264.18 1028.61 183.23 575.73 104.03 1594.48 285.50 -1004.18 1602.55 463.12 832.25 -975.86 4391.42 -42.74 122.79 17.72 94.36 -45.13 391.65 500.87 3004.81 -1021.77 -802.66 -246.12 1040.50 -3018.97 -11256.54 -4511.03 -15570.34 -1053.51 -3753.31 -1786.77 -2954.84 661.48 -2091.31 -332.49 -1490.99 301.14 4762.05 -369.89 -39.06 -25.09 1723.37 -4876.45 141.85 -1191.65 1558.57 -2877.67 806.39 1188.32 5108.70 -1319.73 243.26 -75.91 3091.70 -1020.28 -8010.74 877.08 -6251.98 -86.27 -8592.00 -877.10 6251.98 875.60 4710.23 -0.90 6603.75 -875.63 -4710.24 514.43 -5152.00 -217.59 -5941.11 -637.98 -5535.24 450.35 -4763.12 -113.03 -6203.83 -450.37 4763.12 681.89 3723.57 139.47 5112.46 -681.92 -3723.57 326.85 -3272.13 -213.90 -4214.28 -547.08 -3284.23 321.51 -2887.85 -135.89 -3718.12 -321.53 2887.85 -247.70 1197.31 -342.91 2460.94 212.81 1396.03 -135.39 3666.71 54.49 3563.52 369.21 -866.22 -212.84 -1396.03 110.06 -1592.33 843.54 859.91 -369.23 866.22 333.85 1214.97 777.92 703.31 333.37 671.55 782.20 967.73 -862.87 -591.83 -777.94 -703.31 -1154.92 -911.61 -575.74 -104.05 -545.97 588.78 -1114.82 481.75
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
67.42 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 1062.24 1062.25 1062.28 1062.31 1062.35 1062.38 1062.40 1062.45 1062.48 1062.51 1062.54 -1387.86 -2613.55 -3822.00 -3977.69 -3977.68 862.90 102.23 862.91 862.89 862.85 862.83 92.38 92.39 -1.79 0.06 0.03 102.24 1062.43 1062.36 1062.33 1062.30 1062.27 862.88 862.87 862.86 862.84
545.95 -588.80 28.38 504.08 -190.04 350.70 -30.43 257.69 -85.09 181.47 -42.60 67.42 37.55 24.01 -23.83 4.78 -463.15 -832.25 -56.04 -400.43 -85.41 -302.19 -32.91 -212.91 -39.03 -151.51 -17.75 -94.36 22.43 -41.53 31.85 -8.07 14.68 -2.36 2719.38 -2055.49 867.02 1134.82 -1388.82 -220.53 -1697.78 -1869.46 505.25 1084.03 -5012.86 -3327.60 6653.65 15597.68 -1156.60 1325.06 -1156.61 -1325.06 2933.36 -667.76 -2283.97 2113.31 625.01 -25.26 2392.47 -1644.56 -1827.18 3608.98 -341.69 -808.92 2679.56 -508.90 -287.47 4320.74 -768.69 -1767.97 -404.89 -3440.91 -136.03 -5395.15 -189.28 -4582.48 -68.84 -2948.26 67.25 -562.25 -48.17 -502.79 -813.34 -590.97 -1247.60 -1230.97 -22.31 0.82 -768.70 1767.96 3632.72 -11429.72 3868.77 -1071.88 177.54 5101.78 4029.77 -726.32 -227.09 5900.35 -1772.40 7163.82 -390.59 -5586.45 -1059.35 4214.56 -1127.91 4890.36
1843.21 -417.73 2374.49 -1000.34 56.01 400.43 152.21 1631.38 85.38 302.19 -188.76 1177.55 32.87 212.91 4.41 848.78 39.00 151.51 -83.14 600.57 -22.46 41.53 -117.35 196.50 -31.88 8.07 10.23 57.86 -14.71 2.36 -69.51 12.87 -28.41 -504.07 -886.58 -2410.20 190.01 -350.70 241.62 -1354.74 30.40 -257.69 -99.23 -1009.79 85.06 -181.47 94.06 -711.32 42.71 -122.79 6.63 -494.71 42.57 -67.42 44.76 -291.79 -37.58 -24.01 -27.33 -118.20 23.80 -4.78 100.36 -23.16 -0.03 0.00 26.41 -4.25 -867.03 -1134.83 1079.68 -1859.54 227.08 -5900.36 536.00 -2334.65 -4029.78 726.31 -2701.60 252.17 -177.55 -5101.79 -761.76 -2831.73 -3868.78 1071.87 -1032.91 662.05 -6653.66 -15597.69 -2881.37 -4674.12 5824.45 16333.33 2236.37 5722.79 -3632.71 11429.71 -967.10 2575.56 -2933.36 667.76 -704.43 -113.21 2283.96 -2113.31 629.18 -335.38 -625.01 -207.73 -579.18 379.40 -2392.47 1528.02 -349.46 297.12 1827.18 -3723.88 556.38 -707.86 341.68 794.12 -274.11 812.48 -2679.56 508.90 -633.20 -62.88 2034.38 -1050.89 546.31 -180.77 136.01 5395.15 -91.24 5852.94 -7072.07 -20.02 -7409.38 -1689.62 287.45 -4320.74 -70.53 -4661.65 1772.38 -7163.82 985.76 -7565.64 1127.89 -4890.36 565.43 -5706.53 886.62 -2640.47 492.64 -3366.70 -556.27 -687.67 -344.21 -879.78 -4966.71 5034.73 -3529.83 3189.90 -430.91 -235.35 -1236.61 -821.24 -70.49 478.74 -2377.31 -1356.73 42.32 -0.26 36.09 1.01 748.11 -2703.49 -9.73 -442.03 5824.45 -16333.34 1323.14 -3884.29 5012.85 3327.59 2624.26 666.50 -505.26 -1084.04 -119.58 1466.04 1697.77 1869.45 2716.17 542.11 1388.81 220.52 671.10 3535.88 390.57 5586.45 -832.43 7680.88 1059.33 -4214.56 402.86 -5904.22 189.26 4582.48 -524.15 5299.42 75.09 4191.39 -634.23 5470.93
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
862.84 862.83 862.82 862.81 92.39 92.38 92.38 92.37 92.37 -1.80 -1.81 0.05 0.05 0.04 0.03 0.02 0.01 0.01 0.06 0.05 0.04 0.04 0.03 0.02 0.02 0.01 0.00
-75.11 -911.68 -886.65 211.31 71.84 624.70 556.24 154.84 -162.40 430.93 -475.63 -190.98 -84.64 88.24 -32.49 5.61 164.06 21.43 70.46 -154.38 -170.95 -137.62 -63.02 -42.35 -75.81 -62.79 -4.78
-4191.39 911.66 3340.87 68.81 2640.47 -211.33 -2242.25 1284.11 1043.05 48.14 -942.69 -71.87 687.67 -624.73 -190.62 -67.28 987.87 -154.87 235.33 475.65 -609.96 -1752.59 273.48 154.35 -65.00 170.92 15.21 137.59 -3.83 62.99 -0.31 75.78 -0.16 62.76 -0.18 4.75 -478.74 190.95 104.24 84.60 -24.89 -88.28 5.69 32.46 -1.50 22.28 0.26 -5.64 -0.23 -164.09 -0.17 -21.46 -0.09 -0.03
-3340.87 503.94 -4537.51 2948.26 -507.75 3788.64 2242.25 -661.43 2941.39 -2342.13 900.85 -2761.67 502.79 84.46 1088.08 -1043.05 389.12 -1397.71 942.69 -48.21 1147.56 562.25 61.63 261.58 190.62 -223.32 829.50 609.94 901.01 840.08 11.60 -2214.54 -594.69 -104.24 -66.07 305.24 24.89 155.62 -72.34 -5.70 407.31 17.17 1.50 55.01 -4.19 0.23 146.80 -0.14 0.17 409.09 0.01 0.09 47.21 -0.16 -273.48 471.48 -1356.72 65.00 -125.84 305.25 -15.21 -467.54 -72.34 3.83 -189.67 17.17 -0.82 -73.49 -4.19 0.30 -86.56 1.01 0.16 -432.70 -0.13 0.17 -151.96 0.01 -0.00 -8.68 -0.16
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
312 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 11 "COMBO 2-5"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------D0Z93P -0.0196 -605.6 -0.02905 0.0000 0.0000 0.0000 -0.0196 -607 93.31 D1Z93P -0.01994 -0.6232 -0.02924 1.0519 0.0442 0.0156 1.305 -1.948 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.008977 -1000 107.6 0.0000 0.0000 0.0000 -3.514 -1007 116.2 D4Z13P 9.161e-005 -1000 86.68 0.0000 0.0000 0.0000 9.161e-005 -1007 100 D5Z19P -0.01266 -0.02076 -0.01649 0.1917 0.1123 1.4473 -6.353 -6.361 18.72 D6Z26P 0.003276 -864 58.06 0.0000 0.0000 0.0000 -2.53 -869.9 84.35 D7Z31P -0.00205 -1000 103.6 0.0000 0.0000 0.0000 -0.00205 -1005 134.9 D8Z26P 0.003207 -0.03488 -0.02351 0.3033 0.1804 1.8282 -5.83 -5.868 26.26 D9Z13P -0.00147 -0.008029 -0.01257 0.2317 -0.1037 1.0484 -6.705 -6.711 13.33 D10Z31P -0.0021 -0.05753 -0.02621 0.4359 0.0055 1.9703 -5.496 -5.552 31.29 D11Z36P -0.01009 -0.08389 -0.02845 0.3847 0.1359 1.8592 -5.168 -5.242 36.29 D12Z45P 0.003935 -0.1203 -0.03278 0.4648 0.1288 1.6796 -4.599 -4.724 44.54 D13Z45P 0.003948 -1000 89.61 0.0000 0.0000 0.0000 -2.379 -1005 134.2 D14Z50P -0.005752 -1000 88.45 0.0000 0.0000 0.0000 -0.005752 -1004 138.8 D15Z55P -0.01338 -0.2042 -0.03366 0.7849 0.0901 1.4340 -3.897 -4.087 55.25 D16Z68P -0.003476 -0.2992 -0.0338 0.2700 0.0008 -0.0199 3.028 -3.331 67.92 D17Z68P -0.01887 -0.3234 -0.03423 0.5207 0.0016 1.1897 -3.05 -3.355 67.92 D18Z55P -0.001018 -0.1885 -0.03244 0.6616 -0.0247 0.0152 3.882 -4.072 55.25 D19Z75P -0.01354 -0.3762 -0.03415 0.7062 -0.0358 0.0078 2.52 -2.91 75.32 D20Z75P -0.01394 -0.4066 -0.03389 0.6788 0.1043 1.0156 -2.548 -2.94 75.32 D21Z81P -0.01218 -0.4485 -0.03295 0.7067 -0.0410 0.0048 2.12 -2.581 81.29 D22Z81P -0.01947 -0.4816 -0.03219 0.8610 0.0427 0.8812 -2.152 -2.614 81.29 D23Z86P -0.01736 -0.5457 -0.03079 0.8770 0.0339 0.7844 -1.844 -2.372 85.84 D24Z86P -0.01737 -0.509 -0.03207 0.8122 -0.0090 0.0072 1.809 -2.336 85.84 D25Z90P -0.01595 -0.5637 -0.03063 0.8449 -0.0406 0.0095 1.56 -2.14 89.56 D26Z90P -0.02115 -0.6017 -0.02903 0.9241 0.0409 0.7021 -1.598 -2.178 89.57 D27Z93P -0.01927 -0.6627 -0.0273 1.0265 0.0298 0.6169 -1.344 -1.988 93.31 D28Z50P -0.005884 -0.163 -0.03332 0.5140 -0.0302 1.5647 -4.22 -4.378 50.32 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.008049 -1000 107.6 0.0000 0.0000 0.0000 3.514 -1007 116.2 D31Z19P 0.01158 -0.0182 -0.01522 0.0833 -0.0257 -0.0031 6.352 -6.359 18.72 D32Z26P -0.005648 -864 58.06 0.0000 0.0000 0.0000 2.527 -869.9 84.35 D33Z26P -0.005597 -0.03007 -0.02207 0.1634 -0.0722 0.0012 5.827 -5.863 26.26 D34Z13P 0.001574 -0.006394 -0.01161 0.1503 0.1602 -0.0081 6.705 -6.71 13.33 D35Z31P -0.002035 -0.05131 -0.02471 0.2886 0.1022 -0.0050 5.492 -5.546 31.3 D36Z36P 0.004005 -0.07614 -0.02692 0.2426 -0.0288 -0.0020 5.162 -5.234 36.29 D37Z45P -0.01234 -0.11 -0.03125 0.3299 -0.0390 -0.0001 4.591 -4.713 44.54 D38Z45P -0.01236 -1000 89.61 0.0000 0.0000 0.0000 2.371 -1005 134.2 D39Z50P -0.00562 -0.15 -0.03194 0.3782 0.1005 -0.0095 4.209 -4.365 50.32 D40Z113P -0.003753 -1.068 -0.03518 1.2860 0.0502 0.2798 -1.329 -2.393 113.2 D41Z113P -0.003567 -1.061 -0.03733 1.3899 0.0428 0.0007 1.321 -2.386 113.2 D42Z110P -0.006461 -0.9938 -0.03437 1.2576 0.0485 0.3360 -1.331 -2.319 109.9 D43Z110P -0.006224 -0.9811 -0.03652 1.3531 0.0466 0.0031 1.319 -2.306 109.9 D44Z107P -0.009168 -0.922 -0.03338 1.2189 0.0538 0.3921 -1.334 -2.247 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
313 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P -0.009029 D46Z103P -0.01189 D47Z103P -0.01173 D48Z100P -0.01471 D49Z100P -0.01427 D50Z97P -0.01729 D51Z97P -0.01686 D52Z95P -0.0187 D53Z98P -0.01464 D54Z102P -0.01366 D55Z105P -0.0098 D56Z108P -0.008155 D57Z112P -0.004558 D58Z115P -0.002555 D59Z95P -0.01802 D60Z98P -0.01695 D61Z102P -0.01265 D62Z105P -0.01112 D63Z108P -0.007297 D64Z112P -0.00541 D65Z115P -0.001917 D66Z117P -0.0009843 D67Z118P -0.0005052 D68Z118P -0.0009708 D69Z117P -0.001469 D70Z119P 0.0002317 D71Z119P 0.0001859 D72Z121P 0.0004319 D73Z121P 0.0005445 D74Z122P 0.0008933 D75Z122P 0.0009567 D76Z124P 0.001157 D77Z124P 0.001208 D78Z125P 0.001547 D79Z125P 0.001577 D80Z126P 0.001771 D81Z126P 0.001803 D82Z128P 0.002224 D83Z128P 0.001959 D84Z131P 0.004283 D85Z131P 0.004202 D86Z129P 0.002891 D87Z130P 0.003266 D88Z130P 0.003839 D89Z129P 0.002724 D90Z141P -0.007124 D91Z141P -0.007124 D92Z131P 0.003801 D93Z132P 0.00308 D94Z133P 0.002525 D95Z133P 0.001798 D96Z134P 0.001225 D97Z134P 0.0005264 D98Z135P -6.681e-005
-0.9038 -0.8526 -0.8289 -0.786 -0.7568 -0.7231 -0.6888 -0.6928 -0.7222 -0.8189 -0.866 -0.9576 -1.021 -1.105 -0.6557 -0.754 -0.7924 -0.8869 -0.9422 -1.03 -1.101 -1.149 -1.173 -1.173 -1.15 -1.209 -1.21 -1.246 -1.248 -1.283 -1.286 -1.32 -1.324 -1.358 -1.363 -1.396 -1.402 -1.441 -1.435 -1.514 -1.526 -1.469 -1.487 -1.497 -1.461 -1.838 -1.828 -1.542 -1.548 -1.574 -1.583 -1.607 -1.619 -1.64
-0.03553 -0.0322 -0.03432 -0.03081 -0.03288 -0.02918 -0.03119 -0.02832 -0.03209 -0.03156 -0.03498 -0.03392 -0.03697 -0.03555 -0.03029 -0.03005 -0.03366 -0.03284 -0.03607 -0.03481 -0.03769 -0.02798 -0.02267 -0.02314 -0.02694 -0.02304 -0.02345 -0.02333 -0.02375 -0.02362 -0.02398 -0.02384 -0.02421 -0.02405 -0.02437 -0.0242 -0.02454 -0.02465 -0.02435 -0.01653 -0.01572 -0.02173 -0.01918 -0.01872 -0.02178 -0.01768 -0.01688 -0.0159 -0.01687 -0.01621 -0.01715 -0.01644 -0.01735 -0.01661
1.3147 1.1754 1.2708 1.1206 1.2125 1.0527 1.1426 1.0410 1.1712 1.1507 1.2937 1.2392 1.3774 1.3093 1.1461 1.0835 1.2456 1.1982 1.3338 1.2745 1.3635 1.3563 1.3774 1.4192 1.3157 1.4864 1.5172 1.4845 1.5242 1.5002 1.5349 1.5257 1.5590 1.5394 1.5687 1.5441 1.5750 1.5860 1.5445 1.6875 1.6477 1.6028 1.5326 1.6541 1.5218 1.8893 1.7626 1.6346 1.7870 1.6884 1.8319 1.7232 1.8577 1.7382
17:07:07 03/17/10
0.0404 0.0426 0.0505 0.0620 0.0293 0.0247 0.0633 0.0376 0.0440 0.0470 0.0473 0.0446 0.0464 0.0493 0.0527 0.0450 0.0455 0.0463 0.0508 0.0455 0.0563 -0.0066 0.0680 0.0294 0.1157 0.0082 0.0355 0.0141 0.0111 0.0152 0.0142 0.0125 0.0122 0.0140 0.0121 0.0056 0.0114 0.0208 0.0140 -0.0102 -0.0240 0.0480 0.0898 0.0447 0.0681 -0.0659 -0.0660 -0.0607 -0.0777 -0.0664 -0.0630 -0.0656 -0.0665 -0.0658
0.0056 0.4483 0.0081 0.5044 0.0106 0.5606 0.0131 0.5887 0.0119 0.4764 0.0069 0.3640 0.0019 0.2517 0.0143 0.5325 0.0094 0.4202 0.0044 0.3079 -0.0006 0.0071 0.2281 0.0108 0.2329 0.2248 0.0082 0.2215 0.0057 0.2181 0.0031 0.2148 0.0006 0.2115 -0.0019 0.2081 -0.0045 -0.0070 0.2048 0.1934 -0.0163 -0.0154 0.1990 -0.0163 0.2019 0.1934 -0.0163 -0.0163 0.1934 -0.0163 0.1934 -0.0163 0.1934 -0.0163
1.316 -1.337 1.313 -1.34 1.311 -1.342 1.308 -1.344 1.31 -1.339 1.315 -1.333 1.32 -1.328 1.307 -1.342 1.312 -1.336 1.318 -1.33 1.323 0.9007 -0.6905 0.689 -0.9031 -0.6898 0.6902 -0.6896 0.6905 -0.6891 0.691 -0.6888 0.6912 -0.6885 0.6916 -0.6882 0.6918 0.6922 -0.688 -0.3457 0.3542 0.5796 -0.4601 0.4672 -0.5739 -0.3571 0.3429 0.3538 -0.3469 0.3525 -0.3482 0.3512 -0.3495 0.3499
-2.229 -2.178 -2.154 -2.111 -2.082 -2.048 -2.014 -2.018 -2.047 -2.144 -2.191 -2.283 -2.346 -2.43 -1.981 -2.079 -2.117 -2.212 -2.267 -2.355 -2.426 -2.05 -1.863 -1.863 -2.052 -1.899 -1.9 -1.936 -1.938 -1.973 -1.976 -2.01 -2.014 -2.048 -2.053 -2.086 -2.092 -2.131 -2.125 -1.864 -1.876 -2.045 -1.95 -1.96 -2.037 -2.188 -2.178 -1.892 -1.898 -1.924 -1.933 -1.957 -1.969 -1.99
106.6 103.3 103.3 99.95 99.95 96.63 96.63 94.97 98.29 101.6 104.9 108.2 111.6 114.9 94.97 98.29 101.6 104.9 108.2 111.6 114.9 116.9 117.9 117.9 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125 125 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.6 134.2 134.8
Helman O. Mozo
Page
Job
314 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P
-0.0007484 -0.001354 -0.002023 -0.00264 -0.003298 -0.003926 -0.004573 -0.005209 -0.005848 -0.006486 -0.02004 -0.01965 -0.01844 -0.01648 -0.0192 -0.009367 -0.008041 0.008967 0.003118 0.001828 0.0005476 -0.0007331 -0.002012 -0.003292 -0.00457 -0.005848 -0.01888 -0.01629 -0.01533 -0.01255 -0.008322 -0.008735 3.709e-014 0.01737 -1000 -157.9 -864 -187.5 -1000 -126.4 0.002815 0.0005246 0.01171 0.01054 0.01514 0.01383 1000 0.005966 0 -0.009574 864 0.004163 -0.001972 0.0013
-1.655 -0.01749 1.8746 -0.0657 0.1934 -1.674 -0.01673 1.7564 -0.0658 -0.0163 -1.691 -0.01759 1.8885 -0.0659 0.1934 -1.708 -0.01681 1.7674 -0.0658 -0.0163 -1.728 -0.01765 1.8962 -0.0659 0.1934 -1.742 -0.01686 1.7736 -0.0658 -0.0163 -1.765 -0.01768 1.8947 -0.0659 0.1934 -1.777 -0.01687 1.7636 -0.0659 -0.0163 -1.801 -0.01768 1.8903 -0.0659 0.1934 -1.811 -0.01688 1.7637 -0.0659 -0.0163 -0.634 -0.02815 0.9812 0.0939 0.6517 -0.5757 -0.02983 0.9157 -0.0257 0.7436 -0.5165 -0.0314 0.8530 0.1081 0.8255 -0.4452 -0.03314 0.7924 -0.0181 0.9476 -0.3709 -0.0337 0.7591 0.1539 1.0781 -0.3008 -0.03247 0.5174 0.0539 1.3039 0.004089 -0.008651 0.0543 0.0262 -0.0029 0.003553 -0.009363 0.1098 0.0173 0.6721 -1.557 -0.01607 1.6557 -0.0670 -0.0163 -1.59 -0.01634 1.7099 -0.0677 -0.0163 -1.623 -0.01654 1.7314 -0.0672 -0.0163 -1.657 -0.01668 1.7474 -0.0668 -0.0163 -1.691 -0.01678 1.7627 -0.0668 -0.0163 -1.725 -0.01685 1.7720 -0.0667 -0.0163 -1.76 -0.01687 1.7690 -0.0664 -0.0163 -1.794 -0.01688 1.7630 -0.0660 -0.0163 -0.5944 -0.03004 0.8973 -0.0898 0.0152 -0.5382 -0.03129 0.8467 0.0402 0.0051 -0.4802 -0.03256 0.7620 -0.0865 0.0102 -0.4158 -0.03346 0.6824 0.0338 -0.0003 -0.3353 -0.03434 0.6603 -0.1128 0.0117 -0.2829 -0.03147 0.4176 0.0054 -0.0072 -0.6236 -0.005502 0.0000 0.0000 0.0000 -0.6233 0.01838 1.0596 -0.0460 -0.0263 0.004128 -107.7 0.0000 0.0000 0.0000 -0.00367 -10.62 0.0000 0.0000 0.0000 -0.03001 -58.1 0.0000 0.0000 0.0000 -0.05119 -12.61 0.0000 0.0000 0.0000 -0.11 -89.66 0.0000 0.0000 0.0000 -0.1498 -8.501 0.0000 0.0000 0.0000 -0.2984 0.02493 0.2750 -0.0005 -0.0503 -0.1874 0.02479 0.6642 0.0218 -0.0098 -0.3762 0.02454 0.6980 0.0389 -0.0267 -0.448 0.02294 0.7421 0.0311 -0.0303 -0.5093 0.02167 0.8048 0.0123 -0.0319 -0.5634 0.02005 0.8301 0.0453 -0.0318 0.00172 107.7 0.0000 0.0000 0.0000 0.001625 0.006803 0.0562 -0.0256 -0.0066 0 0 0.0000 0.0000 0.0000 -0.0159 0.0123 0.0801 0.0248 -0.0119 -0.03092 58.1 0.0000 0.0000 0.0000 -0.03099 0.01755 0.1784 0.0584 -0.0107 -0.00711 0.009183 0.1128 -0.1264 -0.0144 -0.05143 0.01956 0.2694 -0.0826 -0.0191
17:07:07 03/17/10
-0.3507 0.3486 -0.352 0.3474 -0.3533 0.3461 -0.3546 0.3448 -0.3558 0.3435 -1.46 -1.712 -1.986 -2.332 -2.78 -3.414 7.014 -7.014 0.3531 0.3518 0.3505 0.3493 0.348 0.3467 0.3454 0.3442 1.421 1.676 1.952 2.303 2.752 3.396 1.325 1.342 -993 -151.2 -858.2 -182 -995.4 -122.2 3.034 3.884 2.546 2.143 1.842 1.59 1007 7.028 7.6 6.331 869.8 5.837 6.701 5.496
-2.005 135.3 -2.024 135.9 -2.041 136.4 -2.058 137 -2.078 137.5 -2.092 138.1 -2.115 138.6 -2.127 139.2 -2.151 139.7 -2.161 140.3 -2.074 91.6 -2.268 87.84 -2.484 83.74 -2.761 78.56 -3.131 71.95 -3.706 62.37 -7.018 8.581 -7.019 8.581 -1.907 132 -1.94 133.1 -1.973 134.2 -2.007 135.3 -2.041 136.4 -2.075 137.5 -2.11 138.6 -2.144 139.7 -2.034 91.6 -2.23 87.84 -2.448 83.74 -2.732 78.56 -3.096 71.95 -3.688 62.37 -0.6236 93.33 0.7017 93.35 -3.518 -99.07 -0.00367 2.723 -2.563 -31.82 -0.05119 18.71 -2.493 -45.08 -0.1498 41.85 2.733 67.98 3.696 55.31 2.158 75.38 1.684 81.35 1.317 85.9 1.013 89.62 3.524 116.2 7.024 8.597 7.6 0 6.325 18.75 2.502 84.38 5.802 26.3 6.696 13.35 5.443 31.34
Helman O. Mozo
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Job
315 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
-0.003768 0.009767 1000 0.004361 0.0001902 0.003093 0.005992 0.008833 0.01151 0.01422 0.01206 0.006906 0.00138 0.01542 0.009847 0.004241 -0.001387 -0.002448 -0.002504 -0.00296 -0.003639 -0.004062 -0.004623 -0.005022 -0.005537 -0.00612 -0.008396 -0.006898 -0.007899 0.001999 -0.007919 -0.006686 -0.005544 -0.004378 -0.003219 -0.002059 -0.0008991 0.0002603 0.001419 -0.007284 -0.00612 -0.00496 -0.003799 -0.002639 -0.001479 -0.0003193 0.0008398 0.01655 0.014 0.01303 0.01093 0.006777 0.007041 0.01707
-0.07517 -0.1117 -0.1117 -0.1501 -1.061 -0.9811 -0.9038 -0.8289 -0.7568 -0.6888 -0.7221 -0.8659 -1.021 -0.6558 -0.7924 -0.9421 -1.101 -1.149 -1.173 -1.21 -1.248 -1.286 -1.324 -1.363 -1.402 -1.441 -1.526 -1.469 -1.497 -1.828 -1.541 -1.574 -1.607 -1.64 -1.674 -1.708 -1.742 -1.777 -1.811 -1.557 -1.59 -1.623 -1.657 -1.691 -1.725 -1.76 -1.794 -0.5941 -0.5386 -0.4811 -0.415 -0.3353 -0.2829 -605.6
0.02123 0.02429 89.65 0.02461 0.02564 0.02493 0.02405 0.02298 0.02168 0.02016 0.02098 0.02356 0.02533 0.01934 0.02239 0.02454 0.02595 0.01615 0.01129 0.0116 0.01184 0.01208 0.01225 0.01243 0.01255 0.01268 0.003622 0.009688 0.006655 0.004662 0.003804 0.004089 0.004303 0.00445 0.004556 0.004625 0.004659 0.004662 0.004662 0.003947 0.004196 0.004375 0.004503 0.00459 0.004642 0.004659 0.004662 0.01932 0.02075 0.02225 0.02367 0.02502 0.02298 0.01802
0.2488 0.3349 0.0000 0.3569 1.3881 1.3524 1.3165 1.2687 1.2165 1.1370 1.1715 1.2938 1.3777 1.1444 1.2454 1.3334 1.3734 1.3712 1.4246 1.5222 1.5213 1.5343 1.5578 1.5694 1.5721 1.5831 1.6443 1.6211 1.6565 1.7636 1.6395 1.6870 1.7259 1.7358 1.7562 1.7677 1.7759 1.7613 1.7632 1.6653 1.7060 1.7321 1.7489 1.7627 1.7705 1.7691 1.7645 0.9122 0.8395 0.7688 0.6753 0.6728 0.4174 0.0000
17:07:07 03/17/10
0.0237 0.0351 0.0000 -0.0809 -0.0469 -0.0483 -0.0437 -0.0517 -0.0339 -0.0616 -0.0463 -0.0497 -0.0513 -0.0545 -0.0478 -0.0520 -0.0477 0.0168 -0.0023 -0.0282 -0.0215 -0.0195 -0.0199 -0.0170 -0.0231 -0.0236 0.0325 -0.0436 -0.0447 0.0599 0.0613 0.0593 0.0601 0.0599 0.0600 0.0599 0.0599 0.0599 0.0599 0.0652 0.0587 0.0603 0.0599 0.0600 0.0599 0.0599 0.0599 0.0824 -0.0351 0.0822 -0.0267 0.1021 0.0001 0.0000
-0.0184 -0.0202 0.0000 -0.0324 -0.0625 -0.0565 -0.0504 -0.0444 -0.0384 -0.0323 -0.0353 -0.0474 -0.0595 -0.0293 -0.0414 -0.0535 -0.0656 -0.0732 -0.0763 -0.0759 -0.0754 -0.0750 -0.0745 -0.0741 -0.0736 -0.0731 -0.0849 -0.0795 -0.0839 -0.0848 -0.0849 -0.0849 -0.0849 -0.0848 -0.0848 -0.0848 -0.0848 -0.0848 -0.0848 -0.0849 -0.0849 -0.0849 -0.0848 -0.0848 -0.0848 -0.0848 -0.0848 -0.0258 -0.0348 -0.0275 -0.0359 -0.0207 -0.0350 0.0000
5.154 4.613 1005 4.219 1.325 1.328 1.331 1.334 1.337 1.339 1.337 1.332 1.326 1.34 1.335 1.329 1.324 0.8992 0.6875 0.687 0.6864 0.6859 0.6854 0.685 0.6845 0.6839 0.3416 0.5698 0.4554 0.352 0.3421 0.3433 0.3445 0.3456 0.3468 0.3479 0.3491 0.3503 0.3514 0.3427 0.3439 0.345 0.3462 0.3474 0.3485 0.3497 0.3508 1.456 1.706 1.981 2.327 2.767 3.412 0.01707
5.083 4.491 2.271 4.065 0.2642 0.3439 0.4212 0.4961 0.5682 0.6362 0.6029 0.4591 0.3044 0.6692 0.5326 0.3829 0.2242 -0.2471 -0.4832 -0.5202 -0.5579 -0.5957 -0.6341 -0.6729 -0.7118 -0.7509 -1.176 -0.892 -1.034 -1.478 -1.191 -1.224 -1.257 -1.29 -1.324 -1.358 -1.392 -1.427 -1.461 -1.207 -1.24 -1.273 -1.307 -1.341 -1.375 -1.41 -1.444 0.8457 1.154 1.487 1.901 2.425 3.122 -604.3
36.34 44.6 134.2 50.38 113.3 110 106.6 103.3 100 96.68 98.34 105 111.6 95.02 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.65 87.89 83.8 78.62 72.01 62.42 93.35
Helman O. Mozo
Page
Job
316 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
0.01676 0.005975 -0.0002297 0.004214 0.001395 0.009781 0.004536 0.01624 0.01117 0.01207 0.01702 0.01513 0.01854 -0.007082 -0.007076 0 0.0101 -0.00288 -0.002823 0.001445 0.001478 0.008247 -0.003473 -0.003488 0.004711 0.0003472 0.003299 0.006112 0.008965 0.0119 0.01461 0.01409 0.008057 0.002113 0.01612 0.01077 0.005003 -0.0008345 -0.002018 -0.002921 -0.002965 -0.003534 -0.004008 -0.004578 -0.004995 -0.0055 -0.005884 -0.00843 -0.006738 -0.007396 0.001998 -0.007764 -0.006626 -0.005485
-0.6628 -1000 -1000 -864 -1000 -1000 -1000 -0.323 -0.2032 -0.4052 -0.482 -0.5452 -0.6016 -1000 0.001057 0 -0.0182 -864 -0.03547 -0.0086 -0.05751 -0.08288 -0.1219 -1000 -0.1631 -1.068 -0.9938 -0.922 -0.8526 -0.7859 -0.7231 -0.7539 -0.8869 -1.03 -0.6927 -0.8188 -0.9575 -1.105 -1.15 -1.173 -1.209 -1.246 -1.283 -1.32 -1.358 -1.396 -1.435 -1.514 -1.461 -1.487 -1.838 -1.531 -1.566 -1.601
0.01634 -107.7 -107.9 -58.07 -128.8 -89.62 -105.5 0.0252 0.02579 0.0242 0.02196 0.0203 0.01829 -107.7 0.007373 0 0.0133 -58.07 0.0187 0.009955 0.02075 0.02245 0.02558 -89.61 0.02576 0.02338 0.02267 0.0218 0.02075 0.01951 0.01805 0.01883 0.02132 0.02307 0.01727 0.02019 0.02228 0.0237 0.01506 0.0107 0.01101 0.01132 0.01155 0.01177 0.01194 0.0121 0.01221 0.004362 0.009659 0.007028 0.005394 0.00452 0.004806 0.00502
1.0144 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3812 0.7427 0.7781 0.8137 0.8590 0.9110 0.0000 0.1037 0.0000 0.1566 0.0000 0.2750 0.1748 0.3694 0.3435 0.4256 0.0000 0.4570 1.2910 1.2574 1.2198 1.1751 1.1215 1.0512 1.0835 1.1980 1.2738 1.0433 1.1508 1.2389 1.2915 1.3000 1.3706 1.4797 1.4881 1.5008 1.5270 1.5384 1.5472 1.5459 1.6628 1.4964 1.5283 1.8884 1.7745 1.8101 1.8500
17:07:07 03/17/10
-0.0261 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0032 -0.0564 -0.0453 -0.0291 -0.0156 -0.0234 0.0000 -0.0139 0.0000 -0.0826 0.0000 -0.1260 0.0854 0.0213 -0.0861 -0.0855 0.0000 0.0489 -0.0535 -0.0506 -0.0552 -0.0458 -0.0618 -0.0307 -0.0469 -0.0487 -0.0504 -0.0414 -0.0491 -0.0465 -0.0405 -0.0908 -0.0344 -0.0039 -0.0253 -0.0202 -0.0202 -0.0183 -0.0179 -0.0175 0.0398 -0.0580 -0.0826 0.0599 0.0674 0.0601 0.0600
0.3861 -1.308 0.0000 3.528 0.0000 -0.0002297 0.0000 2.537 0.0000 0.001395 0.0000 2.393 0.0000 0.004536 0.7607 -3.015 0.8979 -3.872 0.6348 -2.522 0.5558 -2.115 0.4944 -1.811 0.4419 -1.558 0.0000 -3.53 0.5880 -7.03 0.0000 -7.6 0.9934 -6.33 0.0000 -2.536 1.1767 -5.836 0.7913 -6.702 1.2403 -5.493 1.1697 -5.15 1.0567 -4.607 0.0000 -2.387 0.9884 -4.21 0.1659 -1.325 0.2026 -1.322 0.2393 -1.319 0.2760 -1.316 0.3126 -1.313 0.3493 -1.31 0.3310 -1.311 0.2576 -1.317 0.1843 -1.323 0.3677 -1.309 0.2943 -1.314 0.2209 -1.32 0.1476 -1.326 0.1215 -0.9037 0.1116 -0.6929 0.1102 -0.693 0.1087 -0.6935 0.1073 -0.694 0.1059 -0.6946 0.1045 -0.695 0.1031 -0.6955 0.1017 -0.6959 0.0499 -0.3584 0.0877 -0.5834 0.0663 -0.4707 0.0499 -0.348 0.0499 -0.3578 0.0499 -0.3566 0.0499 -0.3555
0.6622 -993 -993.3 -858.2 -994.5 -995.4 -995.8 2.708 3.68 2.129 1.65 1.281 0.9748 -993 7.024 7.6 6.322 -858.2 5.797 6.695 5.437 5.075 4.481 -995.4 4.052 0.2574 0.3312 0.403 0.4724 0.5391 0.6019 0.5711 0.4381 0.2946 0.6323 0.5062 0.3675 0.22 -0.2482 -0.483 -0.5187 -0.5555 -0.5926 -0.6301 -0.6682 -0.7063 -0.7448 -1.164 -0.8839 -1.024 -1.488 -1.181 -1.216 -1.251
93.35 -99.06 -94.58 -31.78 -97.44 -45.04 -55.1 67.98 55.31 75.38 81.35 85.9 89.61 -99.06 8.597 0 18.75 -31.78 26.3 13.35 31.34 36.34 44.6 -45.04 50.38 113.3 110 106.6 103.3 100 96.68 98.34 105 111.6 95.02 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7
Helman O. Mozo
Page
Job
317 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.004341 -1.637 0.005173 1.8638 0.0601 -0.003192 -1.673 0.00528 1.8823 0.0600 -0.002044 -1.71 0.005349 1.8932 0.0600 -0.0008944 -1.746 0.005383 1.8994 0.0600 0.0002604 -1.783 0.005393 1.8894 0.0599 0.001419 -1.82 0.005394 1.8895 0.0599 -0.007242 -1.548 0.004681 1.8078 0.0566 -0.006094 -1.583 0.004931 1.8290 0.0584 -0.004941 -1.619 0.00511 1.8589 0.0587 -0.003786 -1.655 0.005236 1.8728 0.0590 -0.002631 -1.691 0.005324 1.8886 0.0591 -0.001475 -1.728 0.005375 1.8978 0.0591 -0.0003186 -1.765 0.005392 1.8948 0.0595 0.0008395 -1.801 0.005394 1.8888 0.0598 0.0176 -0.634 0.01728 0.9652 -0.0726 0.01722 -0.5754 0.01921 0.9053 0.0360 0.01609 -0.5163 0.02105 0.8219 -0.0806 0.01486 -0.4467 0.02299 0.7663 0.0255 0.01499 -0.3626 0.02494 0.7418 -0.1113 0.007696 -0.3009 0.02384 0.5194 -0.0175 3.709e-014 -0.6631 -0.005505 0.0000 0.0000 -1000 0.001134 107.7 0.0000 0.0000 157.9 -0.004804 -10.62 0.0000 0.0000 -864 -0.03536 58.1 0.0000 0.0000 187.5 -0.05717 -12.61 0.0000 0.0000 -1000 -0.1219 89.65 0.0000 0.0000 126.4 -0.1629 -8.501 0.0000 0.0000 1000 0.003593 -107.7 0.0000 0.0000 864 -0.0347 -58.1 0.0000 0.0000 1000 -0.1203 -89.66 0.0000 0.0000 0.003845 -1.531 -0.01672 1.7786 -0.0705 0.002404 -1.565 -0.01703 1.8136 -0.0644 0.001171 -1.601 -0.01726 1.8516 -0.0662 -0.000113 -1.637 -0.01743 1.8617 -0.0658 -0.001385 -1.673 -0.01755 1.8820 -0.0659 -0.00266 -1.71 -0.01763 1.8935 -0.0659 -0.003935 -1.746 -0.01767 1.9017 -0.0659 -0.005211 -1.783 -0.01768 1.8872 -0.0659 -0.006486 -1.82 -0.01768 1.8891 -0.0659
17:07:07 03/17/10
0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.4085 0.4687 0.5198 0.5981 0.6767 0.8228 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934
-0.3543 -1.287 134.8 -0.3532 -1.323 135.9 -0.352 -1.36 137 -0.3509 -1.396 138.1 -0.3497 -1.433 139.2 -0.3486 -1.47 140.3 -0.3572 -1.198 132 -0.3561 -1.233 133.1 -0.3549 -1.269 134.2 -0.3538 -1.305 135.3 -0.3526 -1.341 136.4 -0.3515 -1.378 137.5 -0.3503 -1.415 138.7 -0.3492 -1.451 139.8 -1.422 0.8058 91.64 -1.675 1.117 87.89 -1.952 1.451 83.8 -2.301 1.869 78.62 -2.745 2.398 72.01 -3.397 3.104 62.42 -1.325 -0.6631 93.33 -1007 3.524 116.2 151.2 -0.004804 2.723 -869.8 2.497 84.38 182 -0.05717 18.71 -1005 2.261 134.2 122.2 -0.1629 41.85 993 -3.519 -99.07 858.2 -2.568 -31.82 995.4 -2.503 -45.09 -0.3462 -1.881 131.4 -0.3476 -1.915 132.5 -0.3488 -1.951 133.6 -0.3501 -1.987 134.8 -0.3514 -2.023 135.9 -0.3527 -2.06 137 -0.3539 -2.096 138.1 -0.3552 -2.133 139.2 -0.3565 -2.17 140.3
Joint Support Reactions for Load Case "COMBO 2-5": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D2Z0P 120.37 0.0 143.51 0.0 1315.51 0.0 0.0 1328.78 0.0 0.92 0.0 -2.9 0.0 -3.86 0.0 0.0 D29Z0P -111.61 0.0 127.85 0.0 1203.81 0.0 0.0 1215.72 0.0 1.27 0.0 2.3 0.0 -0.04 0.0 0.0 D153Z0P 88.65 0.0 105.88 0.0 -966.02 0.0 0.0 975.84 0.0 0.72 0.0 -1.9 0.0 -0.03 0.0 0.0 D228Z0P -93.78 0.0 119.29 0.0 -1052.21 0.0 0.0 1063.09 0.0 0.35 0.0 2.5 0.0 -3.36 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-5":
Helman O. Mozo
Page
Job
318 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.6056 -0.7172 -0.0000 -0.0000 0.7172 -0.0196 -605.6455 -0.0290 D1Z93P 0.0000 -1.2782 -1.4645 -0.0000 1.2775 1.4644 -0.0199 -0.6232 -0.0292 D2Z0P 0.0000 -1.7632 -2.2480 -120.3677 -141.7431 -1313.2634 0.0000 0.0000 0.0000 D3Z9P 0.0000 -3.2170 -4.6076 0.0000 1.6158 4.7152 0.0090 -1000.0000 107.6491 D4Z13P 0.0000 -1.4538 -2.3596 0.0000 0.1645 2.4463 0.0001 -1000.0000 86.6834 D5Z19P -0.5646 -6.4155 -7.3670 0.5646 6.4154 7.3670 -0.0127 -0.0208 -0.0165 D6Z26P 0.0000 -1.7359 -2.8008 0.0000 0.8718 2.8589 0.0033 -864.0460 58.0638 D7Z31P 0.0000 -1.7359 -2.8008 -0.0000 0.1953 2.9044 -0.0020 -1000.0000 103.5517 D8Z26P -0.5727 -5.0077 -5.0074 0.5727 5.0077 5.0074 0.0032 -0.0349 -0.0235 D9Z13P -0.1455 -2.2851 -3.4828 0.1455 2.2851 3.4828 -0.0015 -0.0080 -0.0126 D10Z31P -0.9159 -6.9686 -6.4008 0.9159 6.9686 6.4008 -0.0021 -0.0575 -0.0262 D11Z36P 0.0000 -4.4216 -5.0561 -0.0000 4.4215 5.0561 -0.0101 -0.0839 -0.0284 D12Z45P 0.0000 -2.6788 -3.8288 0.0000 2.6787 3.8287 0.0039 -0.1203 -0.0328 D13Z45P 0.0000 -2.6788 -3.8288 0.0000 1.3454 3.9184 0.0039 -1000.0000 89.6076 D14Z50P 0.0000 -1.4491 -1.8885 -0.0000 0.1329 1.9770 -0.0058 -1000.0000 88.4526 D15Z55P 0.0000 -4.1793 -5.0038 -0.0000 4.1791 5.0038 -0.0134 -0.2042 -0.0337 D16Z68P 0.0000 -10.2104 -5.1122 -0.0000 10.2101 5.1121 -0.0035 -0.2992 -0.0338 D17Z68P 0.0000 -10.2104 -5.1122 -0.0000 10.2101 5.1121 -0.0189 -0.3234 -0.0342 D18Z55P 0.0000 -9.9119 -5.3458 -0.0000 9.9117 5.3458 -0.0010 -0.1885 -0.0324 D19Z75P 0.0000 -2.6324 -2.8484 -0.0000 2.6320 2.8484 -0.0135 -0.3762 -0.0341 D20Z75P 0.0000 -8.7491 -3.1904 -0.0000 8.7487 3.1904 -0.0139 -0.4066 -0.0339 D21Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0036 2.1115 -0.0122 -0.4485 -0.0329 D22Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0036 2.1115 -0.0195 -0.4816 -0.0322 D23Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5659 1.6721 -0.0174 -0.5457 -0.0308 D24Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5660 1.6720 -0.0174 -0.5090 -0.0321 D25Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3718 1.5014 -0.0160 -0.5637 -0.0306 D26Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3717 1.5014 -0.0211 -0.6017 -0.0290 D27Z93P 0.0000 -1.2782 -1.4645 -0.0000 1.2775 1.4644 -0.0193 -0.6627 -0.0273 D28Z50P 0.0000 -1.4491 -1.8885 -0.0000 1.4490 1.8885 -0.0059 -0.1630 -0.0333 D29Z0P 0.0000 -1.7632 -2.2480 111.6126 -126.0869 -1201.5640 0.0000 0.0000 0.0000 D30Z9P 0.0000 -3.2170 -4.6076 -0.0000 1.6158 4.7152 -0.0080 -1000.0000 107.6497 D31Z19P 0.0000 -3.1897 -5.1604 0.0000 3.1897 5.1604 0.0116 -0.0182 -0.0152 D32Z26P 0.0000 -1.7359 -2.8008 -0.0000 0.8718 2.8589 -0.0056 -864.0425 58.0644 D33Z26P 0.0000 -1.7359 -2.8008 -0.0000 1.7358 2.8008 -0.0056 -0.0301 -0.0221 D34Z13P 0.0000 -1.4538 -2.3596 0.0000 1.4538 2.3596 0.0016 -0.0064 -0.0116 D35Z31P 0.0000 -1.7359 -2.8008 -0.0000 1.7358 2.8008 -0.0020 -0.0513 -0.0247 D36Z36P 0.0000 -2.9656 -4.7411 0.0000 2.9655 4.7411 0.0040 -0.0761 -0.0269 D37Z45P 0.0000 -2.6788 -3.8288 -0.0000 2.6787 3.8287 -0.0123 -0.1100 -0.0312 D38Z45P 0.0000 -2.6788 -3.8288 -0.0000 1.3454 3.9184 -0.0124 -1000.0000 89.6083 D39Z50P 0.0000 -1.4491 -1.8885 -0.0000 1.4490 1.8885 -0.0056 -0.1500 -0.0319 D40Z113P 0.0000 -0.6787 -0.7789 -0.0000 0.6776 0.7789 -0.0038 -1.0676 -0.0352 D41Z113P 0.0000 -0.6787 -0.7789 -0.0000 0.6776 0.7789 -0.0036 -1.0608 -0.0373 D42Z110P 0.0000 -0.6745 -0.7789 -0.0000 0.6735 0.7789 -0.0065 -0.9938 -0.0344 D43Z110P 0.0000 -0.6745 -0.7789 -0.0000 0.6735 0.7789 -0.0062 -0.9811 -0.0365 D44Z107P 0.0000 -0.6963 -0.8261 -0.0000 0.6953 0.8260 -0.0092 -0.9220 -0.0334 D45Z107P 0.0000 -0.6963 -0.8261 -0.0000 0.6954 0.8260 -0.0090 -0.9038 -0.0355 D46Z103P 0.0000 -0.6916 -0.8261 -0.0000 0.6908 0.8261 -0.0119 -0.8526 -0.0322 D47Z103P 0.0000 -0.6916 -0.8261 -0.0000 0.6908 0.8260 -0.0117 -0.8289 -0.0343 D48Z100P 0.0000 -0.6611 -0.7789 -0.0000 0.6603 0.7789 -0.0147 -0.7860 -0.0308 D49Z100P 0.0000 -0.6611 -0.7789 -0.0000 0.6604 0.7789 -0.0143 -0.7568 -0.0329
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
319 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
320 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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Helman O. Mozo
Page
Job
321 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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17:07:07 03/17/10
0.6735 0.6954 0.6908 0.6604 0.6050 1.2660 3.1963 1.3521 0.6050 1.3520 1.3698 1.2811 0.6024 0.8874 0.5696 3.6149 0.5723 0.5656 3.6250 0.5601 0.5230 0.3326 0.2419 0.2419 0.0959 0.0893 0.0894 0.0895 0.0896 0.0898 0.0899 0.0900 0.0901 0.0959 0.1802 0.1805 3.0389 0.1811 0.1814 0.1816 3.0596 0.1879 0.6719 4.6439 4.7713 1.1370 1.4946 8.6091 -0.0000 1.2775 1.6158 -0.1514 0.8718 -0.1796
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Helman O. Mozo
Page
Job
322 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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0.0000 1.3454 0.0000 -0.1199 0.0000 10.2101 0.0000 4.1791 0.0000 2.6320 0.0000 2.0036 0.0000 1.5659 0.0000 1.3717 -0.0000 1.6158 0.6323 6.8291 93.7775 -117.5288 0.0339 4.1868 -0.0000 0.8718 0.0344 2.7472 0.1455 2.2851 0.5856 5.0812 0.0000 2.9655 -0.0000 2.6787 -0.0000 1.3454 0.0000 1.4490 0.0000 0.6776 0.0000 0.6735 0.0000 0.6953 0.0000 0.6908 0.0000 0.6603 0.0000 0.6049 0.0000 1.2660 0.0000 3.1963 0.0000 1.3521 0.0000 0.6050 0.0000 1.3519 0.0000 1.3698 -0.0000 1.2811 -0.0000 0.6024 -0.0000 0.8874 -0.0000 0.5696 -0.0000 3.6149 -0.0000 0.5723 -0.0000 0.5656 -0.0000 3.6250 -0.0000 0.5601 -0.0000 0.5230 -0.0000 0.3327 -0.0000 0.2419 -0.0000 0.2419 0.0000 0.0959 -0.0000 0.0893 -0.0000 0.0894 -0.0000 0.0895 -0.0000 0.0897 -0.0000 0.0898 -0.0000 0.0899 -0.0000 0.0900 0.0000 0.0901
17:07:07 03/17/10
3.7392 1.7831 5.1122 5.0038 2.8484 2.1115 1.6721 1.5014 4.4999 6.8141 1054.4566 6.9257 2.7428 4.5661 3.4828 5.0074 4.7411 3.8288 3.7392 1.8885 0.7789 0.7789 0.8261 0.8261 0.7789 0.7172 1.4961 2.8402 1.5578 0.7172 1.6050 1.6050 1.5097 0.7307 1.1798 0.8813 1.8904 0.8644 0.8545 1.8706 0.8446 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868
0.0098 0.0045 0.0162 0.0112 0.0121 0.0170 0.0151 0.0185 -0.0071 -0.0071 0.0000 0.0101 -0.0029 -0.0028 0.0014 0.0015 0.0082 -0.0035 -0.0035 0.0047 0.0003 0.0033 0.0061 0.0090 0.0119 0.0146 0.0141 0.0081 0.0021 0.0161 0.0108 0.0050 -0.0008 -0.0020 -0.0029 -0.0030 -0.0035 -0.0040 -0.0046 -0.0050 -0.0055 -0.0059 -0.0084 -0.0067 -0.0074 0.0020 -0.0078 -0.0066 -0.0055 -0.0043 -0.0032 -0.0020 -0.0009 0.0003
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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-0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.6549 -3.4573 -0.7172 -4.6076 -2.3596 -2.8008 -2.8008 -3.8288 -1.8885 -4.6076 -2.8008 -3.8288 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
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0.0959 0.1802 0.1805 3.0389 0.1811 0.1814 0.1816 3.0596 0.1879 0.6719 4.6439 4.7713 1.1370 1.4946 8.6091 0.6050 3.2170 1.4538 1.7358 1.7358 2.6787 1.4490 3.2170 1.7358 2.6787 0.0893 0.0894 0.0895 0.0897 0.0898 0.0899 0.0900 0.0901 0.0959
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Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P -28.07 -7920.42 -105.72 2728.14 -1581.95 -3026.43 -983.69 D128P -28.07 -2728.13 1581.94 -2628.36 -4559.68 -2624.16 -1458.80 D129P -28.07 394.11 1067.91 3038.81 1986.05 1711.58 1522.64 D130P -28.07 -793.17 384.51 -541.35 -4659.92 -542.08 -1736.67 D131P -28.06 624.73 -199.22 1514.74 3354.85 657.01 969.06 D132P -28.06 -785.84 2211.65 3539.63 -13150.29 680.12 -2701.60 D133P -28.06 -3539.62 13150.29 -5266.14 16326.66 -1578.20 5282.97 D134P -28.06 1348.84 1396.10 3371.21 11580.66 953.12 2620.38 D135P -28.06 1348.84 -1396.10 3396.88 552.34 817.37 -145.32 D136P -28.06 -3396.88 -552.34 -2808.53 -1993.45 -748.34 -307.01 D137P -28.06 2808.53 1993.45 577.65 -89.49 674.20 379.08 D138P -28.06 -577.65 89.49 3172.99 1302.62 513.15 275.25 D139P -28.06 -3172.99 -1302.63 -2892.78 -3355.47 -799.81 -614.20
-1.8196 0.0054 -1.5480 0.0047 -1.5831 0.0049 -1.6189 0.0051 -1.6550 0.0052 -1.6914 0.0053 -1.7280 0.0054 -1.7648 0.0054 -1.8014 0.0054 -0.6340 0.0173 -0.5754 0.0192 -0.5163 0.0210 -0.4467 0.0230 -0.3626 0.0249 -0.3009 0.0238 -0.6631 -0.0055 0.0011 107.6584 -0.0048 -10.6173 -0.0354 58.0957 -0.0572 -12.6053 -0.1219 89.6526 -0.1629 -8.5011 0.0036 -107.6600 -0.0347 -58.1010 -0.1203 -89.6600 -1.5308 -0.0167 -1.5655 -0.0170 -1.6009 -0.0173 -1.6369 -0.0174 -1.6731 -0.0175 -1.7097 -0.0176 -1.7464 -0.0177 -1.7831 -0.0177 -1.8196 -0.0177
Helman O. Mozo
Page
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324 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
-28.06 -28.06 -28.06 -37.95 -89.45 -37.95 -37.95 -37.95 -37.95 -70.27 -70.27 -31.51 0.01 0.00 -89.44 -28.06 -28.06 -28.06 -28.07 -28.07 -37.95 -37.95 -37.95 -37.95 -37.95 -37.95 -37.95 -37.95 -70.27 -70.27 -70.27 -70.27 -70.27 -31.51 -31.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -50.79 -50.79 -50.79
2892.78 3355.47 -61.25 654.99 522.49 740.03 61.26 -654.99 3112.79 335.32 665.22 -67.00 -3112.79 -335.32 -2522.12 -728.09 -653.04 -123.24 -463.39 4776.19 -272.11 5881.22 -443.07 6420.13 160.71 -3110.94 6077.18 54.87 5894.70 -2887.93 5528.06 -5673.12 463.41 -4776.20 3598.48 -6275.87 272.13 -5881.22 -1271.32 -7901.84 -601.92 -8303.05 534.60 -5177.02 -702.33 -5513.52 -101.04 -6440.08 444.53 -3272.83 -865.38 -3297.12 -253.52 -3957.80 342.08 768.15 785.36 756.50 793.57 1073.16 -163.20 3648.95 4352.35 4242.11 2948.62 5554.29 -57.29 245.89 166.29 107.75 108.33 351.46 -185.27 465.12 -13.70 -606.07 -358.85 -254.22 43.94 -122.59 -18.17 -94.35 46.48 -391.28 160.73 3110.92 -1936.02 -169.13 -838.81 1389.97 -3371.22 -11580.67 -5266.15 -16326.66 -1208.44 -3904.48 -1514.73 -3354.86 785.85 -2211.66 -215.36 -1644.75 541.36 4659.91 -624.72 199.21 -30.42 1773.04 -3038.80 -1986.06 793.18 -384.52 -1064.94 -1124.20 2628.37 4559.67 -394.10 -1067.92 1290.69 2017.10 1271.34 7901.84 -957.61 6356.94 189.00 8589.63 957.63 -6356.94 -825.50 -4654.39 79.60 -6633.33 825.52 4654.39 -534.58 5177.02 175.26 5922.53 702.36 5513.52 -430.78 4791.00 163.60 6207.54 430.80 -4791.00 -596.88 -3704.62 -100.05 -5117.84 596.91 3704.61 -444.51 3272.83 91.81 4203.28 865.41 3297.12 188.44 2917.37 634.85 3743.67 -188.41 -2917.38 1236.40 -1501.57 631.32 -2662.02 -162.34 -1264.04 163.23 -3648.95 0.62 -3458.11 -327.43 954.56 162.37 1264.04 -116.18 1561.61 -785.33 -756.50 327.46 -954.56 -322.28 -1204.37 -635.27 -704.75 -342.05 -768.15 -687.91 -1036.74 127.62 -208.61 635.30 704.75 537.00 349.22 -166.31 -107.77 77.88 502.68 -87.89 392.49 -77.90 -502.70 -459.91 195.34 -534.51 -305.47 262.21 -424.25 -164.36 -406.11 176.48 -1497.64 116.14 -365.94 -57.79 -302.32 105.24 -1205.28 49.14 -254.15 -39.86 -212.83 16.72 -842.24 80.36 -182.32 -37.23 -151.52 77.78 -602.11 42.30 -67.47 22.57 -41.53 117.00 -196.59 -37.48 -24.00 31.85 -8.07 -10.14 -57.84 23.81 -4.78 14.72 -2.36 69.49 -12.86 13.73 606.07 -262.18 424.25 -448.12 1858.30 164.39 406.11 -116.11 365.94 87.08 1392.48 57.82 302.32 -49.11 254.15 15.72 1003.65 39.89 212.83 -80.33 182.32 -72.92 712.69 37.26 151.52 -43.91 122.59 -11.99 494.39 18.20 94.35 -42.27 67.47 -43.41 291.87 -22.54 41.53 37.51 24.00 26.99 118.19 -31.82 8.07 -23.78 4.78 -100.28 23.17 -14.69 2.36 0.03 0.00 -26.44 4.25 7349.25 -440.00 -2829.98 -1786.97 2634.15 -1298.03 2829.97 1786.96 1437.05 -5406.33 2090.42 -1773.14 -1847.61 -354.07 -4441.45 442.16 -3135.59 43.92
17:07:07 03/17/10 Designed by
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Page
Job
325 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-50.79 -50.78 -50.78 -50.78 -50.78 -50.78 -50.78 -50.78 -50.77 -50.77 -50.77 -50.77 -50.77 -92.21 -472.94 -92.21 -92.21 -92.22 -92.22 12.58 12.58 -36.95 0.03 0.01 -472.94 -50.78 -50.78 -50.78 -50.79 -50.79 -92.21 -92.22 -92.22 -92.22 -92.22 -92.22 -92.22 -92.22 12.58 12.58 12.58 12.58 12.58 -36.96 -36.96 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.03 0.02
-1263.49 -1558.65 -638.34 -5443.73 -772.53 -2844.37 -433.20 151.98 -1267.86 3517.70 -522.38 1126.92 386.98 2115.03 -4227.37 -13132.92 -948.49 -2721.17 4227.37 13132.92 5836.42 16314.57 1803.67 5277.69 -1225.04 1449.38 -3842.30 11658.89 -1023.24 2646.94 -1225.04 -1449.38 -2729.92 567.19 -681.18 -151.94 2729.92 -567.20 2159.74 -2003.40 589.67 -310.00 -2159.75 2003.40 -560.37 -85.67 -541.58 381.82 560.37 85.67 -2342.14 1322.38 -352.29 278.40 2342.13 -1322.39 1801.72 -3454.21 546.39 -629.82 -1801.72 3454.21 345.83 771.54 -268.65 779.76 -345.83 -771.54 -2434.83 388.10 -582.77 -80.36 2434.83 -388.10 1835.20 -809.59 494.86 -138.80 -329.43 -4614.84 70.58 -5357.76 -155.94 -6007.59 -388.69 -2016.04 -4721.46 1648.13 -4829.01 -347.67 4890.40 5503.03 329.45 4614.85 3135.04 6076.80 -70.56 5357.76 -1933.06 6962.44 -1207.00 7421.81 194.04 4623.35 -1158.18 4838.85 -580.81 5700.12 181.90 2952.66 -1181.01 2638.00 -601.87 3367.87 -30.48 516.33 501.77 800.39 331.73 926.81 53.17 390.65 4551.00 -2126.17 3240.74 -1221.59 274.29 -307.97 -20.59 -122.41 252.15 -427.73 -274.04 -602.48 -211.34 238.76 -875.44 -656.02 22.22 0.46 -42.33 -0.23 -36.27 0.41 -388.71 2016.02 1605.45 -1277.59 574.90 348.90 3842.31 -11658.90 5836.43 -16314.58 1354.14 -3913.73 1267.85 -3517.71 -386.99 -2115.04 260.27 -1664.32 638.33 5443.72 433.19 -151.99 390.99 1930.90 4441.44 -442.17 1263.49 1558.64 2705.45 529.47 -1437.06 5406.32 1847.60 354.06 237.16 3327.64 1933.08 -6962.44 -493.48 -5665.74 867.23 -7607.34 493.50 5665.74 -1064.68 4211.87 -344.08 5950.37 1064.70 -4211.87 -194.02 -4623.35 524.50 -5322.42 1158.20 -4838.85 -66.36 -4210.39 657.74 -5451.34 66.38 4210.39 -845.45 3339.18 -469.32 4547.93 845.48 -3339.18 -181.88 -2952.66 399.76 -3790.26 1181.03 -2638.00 618.52 -2178.21 1084.07 -2901.33 -618.50 2178.21 174.15 2096.32 -267.68 2575.02 -13.51 -1040.23 -53.14 -390.65 -46.91 -1007.15 -582.86 842.26 13.54 1040.23 -400.73 1325.03 -501.74 -800.39 582.89 -842.26 57.12 -1156.22 -94.29 76.76 30.51 -516.33 -44.90 -309.40 -413.07 -25.19 94.32 -76.76 -224.36 -71.76 20.61 122.39 -165.29 496.65 -143.79 615.24 165.31 -496.67 619.81 229.26 780.30 -265.77 125.02 124.97 -157.84 -47.50 -59.19 139.71 89.96 -29.97 -170.43 11.29 -145.13 -33.68 -89.65 7.38 -137.72 -2.92 -410.09 8.04 32.85 -1.54 -62.96 0.54 -54.32 -1.81 -5.59 0.00 -75.78 -0.12 -146.76 -0.21 -164.07 0.23 -62.76 -0.20 -409.10 0.06 -21.43 0.16 -4.75 -0.08 -47.21 0.14 211.37 -238.76 -124.99 -124.97 155.79 -656.01 157.87 47.50 -89.93 29.97 122.53 139.72
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
326 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.02 0.02 0.01 0.01 0.01 0.00 0.00 -653.81 -653.82 -653.83 -653.85 -653.88 -653.90 -653.91 -653.95 -653.96 -653.98 -654.00 599.27 1291.38 1973.75 2129.45 3482.64 -559.69 -318.26 -559.70 -559.68 -559.66 -559.65 -38.91 -38.91 -66.18 -0.02 -0.01 -318.27 -653.93 -653.89 -653.87 -653.84 -653.83 -559.68 -559.67 -559.67 -559.66 -559.65 -559.65 -559.64 -559.64 -38.91 -38.91 -38.91 -38.90 -38.90 -66.17
170.46 -11.29 89.68 -7.38 469.19 -33.68 137.75 2.92 -32.81 1.54 189.26 8.05 62.99 -0.54 -22.19 -0.46 73.60 -1.81 42.36 0.23 5.62 -0.00 86.53 0.42 75.81 0.12 164.10 -0.23 432.70 -0.21 62.79 0.19 21.46 -0.16 151.95 0.06 4.78 0.08 0.03 -0.00 8.67 0.14 2792.90 963.23 -742.34 1366.52 1195.22 1357.94 742.33 -1366.51 587.60 5108.17 651.54 1833.05 -1378.57 247.43 -4469.63 133.50 -2915.79 189.92 -1406.40 1559.09 -295.59 4770.71 -691.35 2571.17 -463.11 -40.27 -1609.51 -2962.46 -636.48 -922.11 306.22 -2091.91 -3641.12 12417.86 -823.65 2550.28 3641.12 -12417.85 5047.07 -15578.43 1557.13 -5017.60 -1108.64 -1296.77 -3414.12 -11261.07 -913.28 -2535.79 -1108.65 1296.77 -2917.24 -681.57 -693.39 105.96 2917.24 681.58 2285.63 2109.57 627.44 336.60 -2285.64 -2109.57 -605.41 108.17 -575.61 -398.48 605.40 10.99 -2419.26 -1478.04 -358.63 -290.06 2419.26 1543.85 1793.31 3759.13 555.45 699.23 -1793.31 -3694.25 382.34 -924.21 -260.36 -852.22 -382.34 939.01 -2643.49 -485.98 -634.16 94.95 2643.49 614.64 1984.44 1160.87 536.34 205.77 300.22 4301.62 -125.34 5429.32 105.35 5862.01 -362.94 2985.21 -7959.84 941.59 -7864.89 3710.75 1253.09 -2696.68 -300.20 -4301.62 572.31 -4203.18 125.35 -5429.32 -1620.44 -7132.60 -900.66 -7567.42 161.77 -4586.42 -1074.71 -4889.81 -549.97 -5708.57 58.42 -2867.51 -824.89 -2851.67 -461.73 -3445.29 377.81 596.62 904.62 777.58 902.66 967.26 -101.88 3359.99 4926.21 6330.73 3395.71 6821.02 -1013.67 -165.94 -556.01 -101.13 -1560.04 -265.43 997.72 -1585.00 -460.76 -782.02 968.48 -4269.17 42.75 -103.42 -17.71 -76.15 45.16 -323.86 -362.96 -2985.19 888.03 899.22 248.09 -985.60 3414.13 11261.08 5047.08 15578.43 1183.80 3755.08 1609.50 2962.47 -306.23 2091.92 385.08 1493.43 295.58 -4770.70 463.11 40.28 276.84 -1726.09 4469.62 -133.49 1406.39 -1559.08 2786.58 -802.66 -587.61 -5108.16 1378.56 -247.42 456.91 -3093.79 1620.46 7132.60 -428.86 5569.22 717.83 7651.70 428.88 -5569.21 -1149.45 -4234.80 -434.08 -5906.03 1149.47 4234.80 -161.75 4586.42 595.01 5313.99 1074.73 4889.81 -96.27 4206.59 589.44 5479.76 96.29 -4206.59 -938.01 -3295.82 -507.06 -4519.52 938.03 3295.82 -58.40 2867.51 529.90 3712.85 824.92 2851.67 -106.12 2532.46 433.01 3243.46 106.14 -2532.46 81.74 -1174.15 113.18 -2232.90 -283.41 -1275.37 101.91 -3359.99 -127.75 -3262.70 -302.23 776.23 283.44 1275.37 -13.22 1444.06 -904.59 -777.58 302.25 -776.23 -423.97 -1093.68 -780.13 -635.70 -377.78 -596.62 -815.02 -867.40 840.09 593.49 780.15 635.70 1140.45 865.19 556.02 101.15 519.18 -587.24 1068.60 -483.11
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-66.17 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -1062.05 -1062.07 -1062.09 -1062.12 -1062.16 -1062.20 -1062.22 -1062.27 -1062.29 -1062.32 -1062.36 1388.05 2613.74 3822.19 3977.88 3977.87 -856.97 -84.21 -856.98 -856.96 -856.93 -856.90 -91.99 -92.00 3.24 -0.06 -0.03 -84.22 -1062.24 -1062.18 -1062.14 -1062.11 -1062.08 -856.95 -856.94 -856.94 -856.92
-519.16 587.26 -1826.24 409.98 -2331.00 991.12 -26.65 -467.83 -56.66 -365.18 -150.25 -1502.43 189.60 -315.88 -85.21 -268.70 188.26 -1054.35 30.54 -229.64 -32.92 -190.13 -4.31 -757.10 85.08 -159.78 -39.00 -130.97 83.13 -524.41 42.58 -50.35 22.47 -25.56 117.32 -136.92 -37.55 -13.39 31.87 -2.78 -10.24 -29.16 23.84 -0.62 14.70 0.51 69.52 -0.20 460.79 782.02 26.68 467.83 879.20 2254.24 56.69 365.18 -189.56 315.88 -239.66 1228.35 85.25 268.70 -30.50 229.63 98.74 898.80 32.96 190.13 -85.05 159.78 -93.96 631.11 39.03 130.97 -42.71 103.42 -6.65 422.75 17.74 76.15 -42.54 50.35 -44.73 228.15 -22.44 25.56 37.58 13.39 27.31 70.25 -31.84 2.78 -23.81 0.62 -100.37 6.13 -14.67 -0.51 0.03 -0.00 -26.40 -0.93 -3097.77 2116.09 938.64 1105.62 -1258.49 1877.84 -938.63 -1105.61 -809.22 5908.50 -856.28 2352.95 1323.27 214.50 4429.60 -722.72 2868.26 -253.38 1481.22 1870.46 -407.05 5095.44 436.33 2829.55 -585.54 -1082.18 4003.35 -1068.38 1049.58 -660.41 4576.00 3327.37 5921.57 15594.02 2592.67 4673.16 -5921.56 -15594.02 -5291.16 -16332.39 -2009.59 -5721.97 1315.19 -1326.08 3242.21 -11430.13 920.27 -2575.85 1315.20 1326.08 3584.51 -662.08 843.90 114.36 -3584.51 662.09 -2918.75 2095.52 -784.26 332.55 2918.75 -2095.52 630.59 199.82 706.68 -377.44 -630.58 33.17 3217.86 -1454.13 511.55 -280.95 -3217.86 1570.67 -2854.48 3645.30 -800.67 687.76 2854.48 -3530.40 -137.13 -767.85 501.42 -793.13 137.13 782.66 3360.15 -492.54 732.97 60.80 -3360.15 492.54 -2681.11 1014.01 -700.13 174.60 146.93 -4566.62 -488.51 -5914.90 -205.77 -6314.17 905.94 1747.65 7451.05 -39.72 7897.21 1613.96 629.81 3751.12 -146.91 4566.62 290.03 4995.64 488.53 5914.90 -1168.49 8044.12 -409.61 8409.05 541.27 5148.06 -689.04 5534.80 -89.02 6435.46 328.05 3362.76 -584.06 3046.63 -154.22 3861.08 -14.19 625.67 618.51 772.05 425.36 983.81 258.30 572.87 5278.81 -5258.59 3897.41 -3298.15 848.89 597.52 458.15 237.02 1299.00 829.41 1294.37 1264.87 106.24 -491.89 2526.15 1394.15 35.07 -0.84 -30.32 0.23 8.56 -1.10 905.95 -1747.63 -888.89 2743.66 8.06 470.61 -3242.22 11430.14 -5291.17 16332.39 -1193.89 3884.22 -4003.35 1068.39 -4576.00 -3327.36 -2534.95 -667.46 407.06 -5095.43 585.55 1082.18 362.20 -1464.40 -4429.59 722.73 -1481.22 -1870.45 -2803.08 -544.28 809.23 -5908.49 -1323.26 -214.49 -296.94 -3537.10 1168.51 -8044.12 -837.29 -6267.50 199.53 -8621.46 837.31 6267.50 -786.20 4691.05 30.79 6601.54 786.22 -4691.06 -541.24 -5148.06 147.57 -5927.18 689.06 -5534.80 -431.25 -4745.04 155.31 -6192.68
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
328 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-856.91 -856.91 -856.90 -856.89 -92.00 -92.00 -91.99 -91.99 -91.98 3.25 3.26 -0.05 -0.05 -0.04 -0.03 -0.02 -0.01 -0.01 -0.06 -0.05 -0.04 -0.04 -0.03 -0.02 -0.02 -0.01 -0.00
431.27 661.82 584.08 40.35 -170.90 -554.67 -618.49 -200.68 182.80 -458.16 513.38 216.69 107.39 -69.73 46.82 5.58 -157.06 -18.67 -106.21 130.84 149.27 122.25 49.50 30.35 65.67 58.94 3.00
4745.04 -661.80 -3775.27 -328.02 -3046.63 -40.33 2557.15 -1215.41 -1148.11 -258.28 1038.74 170.93 -772.05 554.70 197.26 14.22 -1017.73 200.70 -237.01 -513.39 608.95 1809.64 -281.08 -130.80 66.85 -149.24 -15.64 -122.22 3.86 -49.47 0.38 -65.63 0.15 -58.91 0.13 -2.97 491.89 -216.66 -107.12 -107.36 25.61 69.76 -5.89 -46.79 1.51 -35.03 -0.23 -5.55 0.27 157.09 0.14 18.70 0.07 0.03
3775.27 -3362.76 -2557.16 2472.52 -572.87 1148.11 -1038.74 -625.67 -197.26 -608.93 -20.59 107.12 -25.61 5.89 -1.51 -0.26 -0.14 -0.07 281.09 -66.85 15.64 -3.86 0.84 -0.38 -0.15 -0.13 0.00
17:07:07 03/17/10
-138.87 201.08 327.56 -707.87 -302.09 -270.11 -44.90 -131.24 269.94 -965.59 2308.74 154.91 -75.48 -346.20 -4.77 -108.31 -389.53 -39.03 -582.33 42.35 395.05 136.11 26.09 44.74 401.77 140.04 5.48
5132.72 -4300.02 -3375.78 3029.92 -1211.35 1539.26 -1274.56 -301.54 -855.20 -840.74 584.75 -313.77 74.39 -17.58 4.24 0.20 0.02 0.12 1394.15 -313.77 74.39 -17.58 4.24 -1.10 0.21 0.02 0.12
Helman O. Mozo
Page
Job
329 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 12 "COMBO 2-6"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------D0Z93P -0.0196 -605.6 -0.02905 0.0000 0.0000 0.0000 -0.0196 -607 93.31 D1Z93P -0.01994 -0.6232 -0.02924 1.0519 0.0442 0.0156 1.305 -1.948 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.008977 -1000 107.6 0.0000 0.0000 0.0000 -3.514 -1007 116.2 D4Z13P 9.161e-005 -1000 86.68 0.0000 0.0000 0.0000 9.161e-005 -1007 100 D5Z19P -0.01266 -0.02076 -0.01649 0.1917 0.1123 1.4473 -6.353 -6.361 18.72 D6Z26P 0.003276 -864 58.06 0.0000 0.0000 0.0000 -2.53 -869.9 84.35 D7Z31P -0.00205 -1000 103.6 0.0000 0.0000 0.0000 -0.00205 -1005 134.9 D8Z26P 0.003207 -0.03488 -0.02351 0.3033 0.1804 1.8282 -5.83 -5.868 26.26 D9Z13P -0.00147 -0.008029 -0.01257 0.2317 -0.1037 1.0484 -6.705 -6.711 13.33 D10Z31P -0.0021 -0.05753 -0.02621 0.4359 0.0055 1.9703 -5.496 -5.552 31.29 D11Z36P -0.01009 -0.08389 -0.02845 0.3847 0.1359 1.8592 -5.168 -5.242 36.29 D12Z45P 0.003935 -0.1203 -0.03278 0.4648 0.1288 1.6796 -4.599 -4.724 44.54 D13Z45P 0.003948 -1000 89.61 0.0000 0.0000 0.0000 -2.379 -1005 134.2 D14Z50P -0.005752 -1000 88.45 0.0000 0.0000 0.0000 -0.005752 -1004 138.8 D15Z55P -0.01338 -0.2042 -0.03366 0.7849 0.0901 1.4340 -3.897 -4.087 55.25 D16Z68P -0.003476 -0.2992 -0.0338 0.2700 0.0008 -0.0199 3.028 -3.331 67.92 D17Z68P -0.01887 -0.3234 -0.03423 0.5207 0.0016 1.1897 -3.05 -3.355 67.92 D18Z55P -0.001018 -0.1885 -0.03244 0.6616 -0.0247 0.0152 3.882 -4.072 55.25 D19Z75P -0.01354 -0.3762 -0.03415 0.7062 -0.0358 0.0078 2.52 -2.91 75.32 D20Z75P -0.01394 -0.4066 -0.03389 0.6788 0.1043 1.0156 -2.548 -2.94 75.32 D21Z81P -0.01218 -0.4485 -0.03295 0.7067 -0.0410 0.0048 2.12 -2.581 81.29 D22Z81P -0.01947 -0.4816 -0.03219 0.8610 0.0427 0.8812 -2.152 -2.614 81.29 D23Z86P -0.01736 -0.5457 -0.03079 0.8770 0.0339 0.7844 -1.844 -2.372 85.84 D24Z86P -0.01737 -0.509 -0.03207 0.8122 -0.0090 0.0072 1.809 -2.336 85.84 D25Z90P -0.01595 -0.5637 -0.03063 0.8449 -0.0406 0.0095 1.56 -2.14 89.56 D26Z90P -0.02115 -0.6017 -0.02903 0.9241 0.0409 0.7021 -1.598 -2.178 89.57 D27Z93P -0.01927 -0.6627 -0.0273 1.0265 0.0298 0.6169 -1.344 -1.988 93.31 D28Z50P -0.005884 -0.163 -0.03332 0.5140 -0.0302 1.5647 -4.22 -4.378 50.32 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.008049 -1000 107.6 0.0000 0.0000 0.0000 3.514 -1007 116.2 D31Z19P 0.01158 -0.0182 -0.01522 0.0833 -0.0257 -0.0031 6.352 -6.359 18.72 D32Z26P -0.005648 -864 58.06 0.0000 0.0000 0.0000 2.527 -869.9 84.35 D33Z26P -0.005597 -0.03007 -0.02207 0.1634 -0.0722 0.0012 5.827 -5.863 26.26 D34Z13P 0.001574 -0.006394 -0.01161 0.1503 0.1602 -0.0081 6.705 -6.71 13.33 D35Z31P -0.002035 -0.05131 -0.02471 0.2886 0.1022 -0.0050 5.492 -5.546 31.3 D36Z36P 0.004005 -0.07614 -0.02692 0.2426 -0.0288 -0.0020 5.162 -5.234 36.29 D37Z45P -0.01234 -0.11 -0.03125 0.3299 -0.0390 -0.0001 4.591 -4.713 44.54 D38Z45P -0.01236 -1000 89.61 0.0000 0.0000 0.0000 2.371 -1005 134.2 D39Z50P -0.00562 -0.15 -0.03194 0.3782 0.1005 -0.0095 4.209 -4.365 50.32 D40Z113P -0.003753 -1.068 -0.03518 1.2860 0.0502 0.2798 -1.329 -2.393 113.2 D41Z113P -0.003567 -1.061 -0.03733 1.3899 0.0428 0.0007 1.321 -2.386 113.2 D42Z110P -0.006461 -0.9938 -0.03437 1.2576 0.0485 0.3360 -1.331 -2.319 109.9 D43Z110P -0.006224 -0.9811 -0.03652 1.3531 0.0466 0.0031 1.319 -2.306 109.9 D44Z107P -0.009168 -0.922 -0.03338 1.2189 0.0538 0.3921 -1.334 -2.247 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
330 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P -0.009029 D46Z103P -0.01189 D47Z103P -0.01173 D48Z100P -0.01471 D49Z100P -0.01427 D50Z97P -0.01729 D51Z97P -0.01686 D52Z95P -0.0187 D53Z98P -0.01464 D54Z102P -0.01366 D55Z105P -0.0098 D56Z108P -0.008155 D57Z112P -0.004558 D58Z115P -0.002555 D59Z95P -0.01802 D60Z98P -0.01695 D61Z102P -0.01265 D62Z105P -0.01112 D63Z108P -0.007297 D64Z112P -0.00541 D65Z115P -0.001917 D66Z117P -0.0009843 D67Z118P -0.0005052 D68Z118P -0.0009708 D69Z117P -0.001469 D70Z119P 0.0002317 D71Z119P 0.0001859 D72Z121P 0.0004319 D73Z121P 0.0005445 D74Z122P 0.0008933 D75Z122P 0.0009567 D76Z124P 0.001157 D77Z124P 0.001208 D78Z125P 0.001547 D79Z125P 0.001577 D80Z126P 0.001771 D81Z126P 0.001803 D82Z128P 0.002224 D83Z128P 0.001959 D84Z131P 0.004283 D85Z131P 0.004202 D86Z129P 0.002891 D87Z130P 0.003266 D88Z130P 0.003839 D89Z129P 0.002724 D90Z141P -0.007124 D91Z141P -0.007124 D92Z131P 0.003801 D93Z132P 0.00308 D94Z133P 0.002525 D95Z133P 0.001798 D96Z134P 0.001225 D97Z134P 0.0005264 D98Z135P -6.681e-005
-0.9038 -0.8526 -0.8289 -0.786 -0.7568 -0.7231 -0.6888 -0.6928 -0.7222 -0.8189 -0.866 -0.9576 -1.021 -1.105 -0.6557 -0.754 -0.7924 -0.8869 -0.9422 -1.03 -1.101 -1.149 -1.173 -1.173 -1.15 -1.209 -1.21 -1.246 -1.248 -1.283 -1.286 -1.32 -1.324 -1.358 -1.363 -1.396 -1.402 -1.441 -1.435 -1.514 -1.526 -1.469 -1.487 -1.497 -1.461 -1.838 -1.828 -1.542 -1.548 -1.574 -1.583 -1.607 -1.619 -1.64
-0.03553 -0.0322 -0.03432 -0.03081 -0.03288 -0.02918 -0.03119 -0.02832 -0.03209 -0.03156 -0.03498 -0.03392 -0.03697 -0.03555 -0.03029 -0.03005 -0.03366 -0.03284 -0.03607 -0.03481 -0.03769 -0.02798 -0.02267 -0.02314 -0.02694 -0.02304 -0.02345 -0.02333 -0.02375 -0.02362 -0.02398 -0.02384 -0.02421 -0.02405 -0.02437 -0.0242 -0.02454 -0.02465 -0.02435 -0.01653 -0.01572 -0.02173 -0.01918 -0.01872 -0.02178 -0.01768 -0.01688 -0.0159 -0.01687 -0.01621 -0.01715 -0.01644 -0.01735 -0.01661
1.3147 1.1754 1.2708 1.1206 1.2125 1.0527 1.1426 1.0410 1.1712 1.1507 1.2937 1.2392 1.3774 1.3093 1.1461 1.0835 1.2456 1.1982 1.3338 1.2745 1.3635 1.3563 1.3774 1.4192 1.3157 1.4864 1.5172 1.4845 1.5242 1.5002 1.5349 1.5257 1.5590 1.5394 1.5687 1.5441 1.5750 1.5860 1.5445 1.6875 1.6477 1.6028 1.5326 1.6541 1.5218 1.8893 1.7626 1.6346 1.7870 1.6884 1.8319 1.7232 1.8577 1.7382
17:07:07 03/17/10
0.0404 0.0426 0.0505 0.0620 0.0293 0.0247 0.0633 0.0376 0.0440 0.0470 0.0473 0.0446 0.0464 0.0493 0.0527 0.0450 0.0455 0.0463 0.0508 0.0455 0.0563 -0.0066 0.0680 0.0294 0.1157 0.0082 0.0355 0.0141 0.0111 0.0152 0.0142 0.0125 0.0122 0.0140 0.0121 0.0056 0.0114 0.0208 0.0140 -0.0102 -0.0240 0.0480 0.0898 0.0447 0.0681 -0.0659 -0.0660 -0.0607 -0.0777 -0.0664 -0.0630 -0.0656 -0.0665 -0.0658
0.0056 0.4483 0.0081 0.5044 0.0106 0.5606 0.0131 0.5887 0.0119 0.4764 0.0069 0.3640 0.0019 0.2517 0.0143 0.5325 0.0094 0.4202 0.0044 0.3079 -0.0006 0.0071 0.2281 0.0108 0.2329 0.2248 0.0082 0.2215 0.0057 0.2181 0.0031 0.2148 0.0006 0.2115 -0.0019 0.2081 -0.0045 -0.0070 0.2048 0.1934 -0.0163 -0.0154 0.1990 -0.0163 0.2019 0.1934 -0.0163 -0.0163 0.1934 -0.0163 0.1934 -0.0163 0.1934 -0.0163
1.316 -1.337 1.313 -1.34 1.311 -1.342 1.308 -1.344 1.31 -1.339 1.315 -1.333 1.32 -1.328 1.307 -1.342 1.312 -1.336 1.318 -1.33 1.323 0.9007 -0.6905 0.689 -0.9031 -0.6898 0.6902 -0.6896 0.6905 -0.6891 0.691 -0.6888 0.6912 -0.6885 0.6916 -0.6882 0.6918 0.6922 -0.688 -0.3457 0.3542 0.5796 -0.4601 0.4672 -0.5739 -0.3571 0.3429 0.3538 -0.3469 0.3525 -0.3482 0.3512 -0.3495 0.3499
-2.229 -2.178 -2.154 -2.111 -2.082 -2.048 -2.014 -2.018 -2.047 -2.144 -2.191 -2.283 -2.346 -2.43 -1.981 -2.079 -2.117 -2.212 -2.267 -2.355 -2.426 -2.05 -1.863 -1.863 -2.052 -1.899 -1.9 -1.936 -1.938 -1.973 -1.976 -2.01 -2.014 -2.048 -2.053 -2.086 -2.092 -2.131 -2.125 -1.864 -1.876 -2.045 -1.95 -1.96 -2.037 -2.188 -2.178 -1.892 -1.898 -1.924 -1.933 -1.957 -1.969 -1.99
106.6 103.3 103.3 99.95 99.95 96.63 96.63 94.97 98.29 101.6 104.9 108.2 111.6 114.9 94.97 98.29 101.6 104.9 108.2 111.6 114.9 116.9 117.9 117.9 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125 125 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.6 134.2 134.8
Helman O. Mozo
Page
Job
331 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P
-0.0007484 -0.001354 -0.002023 -0.00264 -0.003298 -0.003926 -0.004573 -0.005209 -0.005848 -0.006486 -0.02004 -0.01965 -0.01844 -0.01648 -0.0192 -0.009367 -0.008041 0.008967 0.003118 0.001828 0.0005476 -0.0007331 -0.002012 -0.003292 -0.00457 -0.005848 -0.01888 -0.01629 -0.01533 -0.01255 -0.008322 -0.008735 3.709e-014 0.01737 -1000 -157.9 -864 -187.5 -1000 -126.4 0.002815 0.0005246 0.01171 0.01054 0.01514 0.01383 1000 0.005966 0 -0.009574 864 0.004163 -0.001972 0.0013
-1.655 -0.01749 1.8746 -0.0657 0.1934 -1.674 -0.01673 1.7564 -0.0658 -0.0163 -1.691 -0.01759 1.8885 -0.0659 0.1934 -1.708 -0.01681 1.7674 -0.0658 -0.0163 -1.728 -0.01765 1.8962 -0.0659 0.1934 -1.742 -0.01686 1.7736 -0.0658 -0.0163 -1.765 -0.01768 1.8947 -0.0659 0.1934 -1.777 -0.01687 1.7636 -0.0659 -0.0163 -1.801 -0.01768 1.8903 -0.0659 0.1934 -1.811 -0.01688 1.7637 -0.0659 -0.0163 -0.634 -0.02815 0.9812 0.0939 0.6517 -0.5757 -0.02983 0.9157 -0.0257 0.7436 -0.5165 -0.0314 0.8530 0.1081 0.8255 -0.4452 -0.03314 0.7924 -0.0181 0.9476 -0.3709 -0.0337 0.7591 0.1539 1.0781 -0.3008 -0.03247 0.5174 0.0539 1.3039 0.004089 -0.008651 0.0543 0.0262 -0.0029 0.003553 -0.009363 0.1098 0.0173 0.6721 -1.557 -0.01607 1.6557 -0.0670 -0.0163 -1.59 -0.01634 1.7099 -0.0677 -0.0163 -1.623 -0.01654 1.7314 -0.0672 -0.0163 -1.657 -0.01668 1.7474 -0.0668 -0.0163 -1.691 -0.01678 1.7627 -0.0668 -0.0163 -1.725 -0.01685 1.7720 -0.0667 -0.0163 -1.76 -0.01687 1.7690 -0.0664 -0.0163 -1.794 -0.01688 1.7630 -0.0660 -0.0163 -0.5944 -0.03004 0.8973 -0.0898 0.0152 -0.5382 -0.03129 0.8467 0.0402 0.0051 -0.4802 -0.03256 0.7620 -0.0865 0.0102 -0.4158 -0.03346 0.6824 0.0338 -0.0003 -0.3353 -0.03434 0.6603 -0.1128 0.0117 -0.2829 -0.03147 0.4176 0.0054 -0.0072 -0.6236 -0.005502 0.0000 0.0000 0.0000 -0.6233 0.01838 1.0596 -0.0460 -0.0263 0.004128 -107.7 0.0000 0.0000 0.0000 -0.00367 -10.62 0.0000 0.0000 0.0000 -0.03001 -58.1 0.0000 0.0000 0.0000 -0.05119 -12.61 0.0000 0.0000 0.0000 -0.11 -89.66 0.0000 0.0000 0.0000 -0.1498 -8.501 0.0000 0.0000 0.0000 -0.2984 0.02493 0.2750 -0.0005 -0.0503 -0.1874 0.02479 0.6642 0.0218 -0.0098 -0.3762 0.02454 0.6980 0.0389 -0.0267 -0.448 0.02294 0.7421 0.0311 -0.0303 -0.5093 0.02167 0.8048 0.0123 -0.0319 -0.5634 0.02005 0.8301 0.0453 -0.0318 0.00172 107.7 0.0000 0.0000 0.0000 0.001625 0.006803 0.0562 -0.0256 -0.0066 0 0 0.0000 0.0000 0.0000 -0.0159 0.0123 0.0801 0.0248 -0.0119 -0.03092 58.1 0.0000 0.0000 0.0000 -0.03099 0.01755 0.1784 0.0584 -0.0107 -0.00711 0.009183 0.1128 -0.1264 -0.0144 -0.05143 0.01956 0.2694 -0.0826 -0.0191
17:07:07 03/17/10
-0.3507 0.3486 -0.352 0.3474 -0.3533 0.3461 -0.3546 0.3448 -0.3558 0.3435 -1.46 -1.712 -1.986 -2.332 -2.78 -3.414 7.014 -7.014 0.3531 0.3518 0.3505 0.3493 0.348 0.3467 0.3454 0.3442 1.421 1.676 1.952 2.303 2.752 3.396 1.325 1.342 -993 -151.2 -858.2 -182 -995.4 -122.2 3.034 3.884 2.546 2.143 1.842 1.59 1007 7.028 7.6 6.331 869.8 5.837 6.701 5.496
-2.005 135.3 -2.024 135.9 -2.041 136.4 -2.058 137 -2.078 137.5 -2.092 138.1 -2.115 138.6 -2.127 139.2 -2.151 139.7 -2.161 140.3 -2.074 91.6 -2.268 87.84 -2.484 83.74 -2.761 78.56 -3.131 71.95 -3.706 62.37 -7.018 8.581 -7.019 8.581 -1.907 132 -1.94 133.1 -1.973 134.2 -2.007 135.3 -2.041 136.4 -2.075 137.5 -2.11 138.6 -2.144 139.7 -2.034 91.6 -2.23 87.84 -2.448 83.74 -2.732 78.56 -3.096 71.95 -3.688 62.37 -0.6236 93.33 0.7017 93.35 -3.518 -99.07 -0.00367 2.723 -2.563 -31.82 -0.05119 18.71 -2.493 -45.08 -0.1498 41.85 2.733 67.98 3.696 55.31 2.158 75.38 1.684 81.35 1.317 85.9 1.013 89.62 3.524 116.2 7.024 8.597 7.6 0 6.325 18.75 2.502 84.38 5.802 26.3 6.696 13.35 5.443 31.34
Helman O. Mozo
Page
Job
332 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
-0.003768 0.009767 1000 0.004361 0.0001902 0.003093 0.005992 0.008833 0.01151 0.01422 0.01206 0.006906 0.00138 0.01542 0.009847 0.004241 -0.001387 -0.002448 -0.002504 -0.00296 -0.003639 -0.004062 -0.004623 -0.005022 -0.005537 -0.00612 -0.008396 -0.006898 -0.007899 0.001999 -0.007919 -0.006686 -0.005544 -0.004378 -0.003219 -0.002059 -0.0008991 0.0002603 0.001419 -0.007284 -0.00612 -0.00496 -0.003799 -0.002639 -0.001479 -0.0003193 0.0008398 0.01655 0.014 0.01303 0.01093 0.006777 0.007041 0.01707
-0.07517 -0.1117 -0.1117 -0.1501 -1.061 -0.9811 -0.9038 -0.8289 -0.7568 -0.6888 -0.7221 -0.8659 -1.021 -0.6558 -0.7924 -0.9421 -1.101 -1.149 -1.173 -1.21 -1.248 -1.286 -1.324 -1.363 -1.402 -1.441 -1.526 -1.469 -1.497 -1.828 -1.541 -1.574 -1.607 -1.64 -1.674 -1.708 -1.742 -1.777 -1.811 -1.557 -1.59 -1.623 -1.657 -1.691 -1.725 -1.76 -1.794 -0.5941 -0.5386 -0.4811 -0.415 -0.3353 -0.2829 -605.6
0.02123 0.02429 89.65 0.02461 0.02564 0.02493 0.02405 0.02298 0.02168 0.02016 0.02098 0.02356 0.02533 0.01934 0.02239 0.02454 0.02595 0.01615 0.01129 0.0116 0.01184 0.01208 0.01225 0.01243 0.01255 0.01268 0.003622 0.009688 0.006655 0.004662 0.003804 0.004089 0.004303 0.00445 0.004556 0.004625 0.004659 0.004662 0.004662 0.003947 0.004196 0.004375 0.004503 0.00459 0.004642 0.004659 0.004662 0.01932 0.02075 0.02225 0.02367 0.02502 0.02298 0.01802
0.2488 0.3349 0.0000 0.3569 1.3881 1.3524 1.3165 1.2687 1.2165 1.1370 1.1715 1.2938 1.3777 1.1444 1.2454 1.3334 1.3734 1.3712 1.4246 1.5222 1.5213 1.5343 1.5578 1.5694 1.5721 1.5831 1.6443 1.6211 1.6565 1.7636 1.6395 1.6870 1.7259 1.7358 1.7562 1.7677 1.7759 1.7613 1.7632 1.6653 1.7060 1.7321 1.7489 1.7627 1.7705 1.7691 1.7645 0.9122 0.8395 0.7688 0.6753 0.6728 0.4174 0.0000
17:07:07 03/17/10
0.0237 0.0351 0.0000 -0.0809 -0.0469 -0.0483 -0.0437 -0.0517 -0.0339 -0.0616 -0.0463 -0.0497 -0.0513 -0.0545 -0.0478 -0.0520 -0.0477 0.0168 -0.0023 -0.0282 -0.0215 -0.0195 -0.0199 -0.0170 -0.0231 -0.0236 0.0325 -0.0436 -0.0447 0.0599 0.0613 0.0593 0.0601 0.0599 0.0600 0.0599 0.0599 0.0599 0.0599 0.0652 0.0587 0.0603 0.0599 0.0600 0.0599 0.0599 0.0599 0.0824 -0.0351 0.0822 -0.0267 0.1021 0.0001 0.0000
-0.0184 -0.0202 0.0000 -0.0324 -0.0625 -0.0565 -0.0504 -0.0444 -0.0384 -0.0323 -0.0353 -0.0474 -0.0595 -0.0293 -0.0414 -0.0535 -0.0656 -0.0732 -0.0763 -0.0759 -0.0754 -0.0750 -0.0745 -0.0741 -0.0736 -0.0731 -0.0849 -0.0795 -0.0839 -0.0848 -0.0849 -0.0849 -0.0849 -0.0848 -0.0848 -0.0848 -0.0848 -0.0848 -0.0848 -0.0849 -0.0849 -0.0849 -0.0848 -0.0848 -0.0848 -0.0848 -0.0848 -0.0258 -0.0348 -0.0275 -0.0359 -0.0207 -0.0350 0.0000
5.154 4.613 1005 4.219 1.325 1.328 1.331 1.334 1.337 1.339 1.337 1.332 1.326 1.34 1.335 1.329 1.324 0.8992 0.6875 0.687 0.6864 0.6859 0.6854 0.685 0.6845 0.6839 0.3416 0.5698 0.4554 0.352 0.3421 0.3433 0.3445 0.3456 0.3468 0.3479 0.3491 0.3503 0.3514 0.3427 0.3439 0.345 0.3462 0.3474 0.3485 0.3497 0.3508 1.456 1.706 1.981 2.327 2.767 3.412 0.01707
5.083 4.491 2.271 4.065 0.2642 0.3439 0.4212 0.4961 0.5682 0.6362 0.6029 0.4591 0.3044 0.6692 0.5326 0.3829 0.2242 -0.2471 -0.4832 -0.5202 -0.5579 -0.5957 -0.6341 -0.6729 -0.7118 -0.7509 -1.176 -0.892 -1.034 -1.478 -1.191 -1.224 -1.257 -1.29 -1.324 -1.358 -1.392 -1.427 -1.461 -1.207 -1.24 -1.273 -1.307 -1.341 -1.375 -1.41 -1.444 0.8457 1.154 1.487 1.901 2.425 3.122 -604.3
36.34 44.6 134.2 50.38 113.3 110 106.6 103.3 100 96.68 98.34 105 111.6 95.02 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.65 87.89 83.8 78.62 72.01 62.42 93.35
Helman O. Mozo
Page
Job
333 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
0.01676 0.005975 -0.0002297 0.004214 0.001395 0.009781 0.004536 0.01624 0.01117 0.01207 0.01702 0.01513 0.01854 -0.007082 -0.007076 0 0.0101 -0.00288 -0.002823 0.001445 0.001478 0.008247 -0.003473 -0.003488 0.004711 0.0003472 0.003299 0.006112 0.008965 0.0119 0.01461 0.01409 0.008057 0.002113 0.01612 0.01077 0.005003 -0.0008345 -0.002018 -0.002921 -0.002965 -0.003534 -0.004008 -0.004578 -0.004995 -0.0055 -0.005884 -0.00843 -0.006738 -0.007396 0.001998 -0.007764 -0.006626 -0.005485
-0.6628 -1000 -1000 -864 -1000 -1000 -1000 -0.323 -0.2032 -0.4052 -0.482 -0.5452 -0.6016 -1000 0.001057 0 -0.0182 -864 -0.03547 -0.0086 -0.05751 -0.08288 -0.1219 -1000 -0.1631 -1.068 -0.9938 -0.922 -0.8526 -0.7859 -0.7231 -0.7539 -0.8869 -1.03 -0.6927 -0.8188 -0.9575 -1.105 -1.15 -1.173 -1.209 -1.246 -1.283 -1.32 -1.358 -1.396 -1.435 -1.514 -1.461 -1.487 -1.838 -1.531 -1.566 -1.601
0.01634 -107.7 -107.9 -58.07 -128.8 -89.62 -105.5 0.0252 0.02579 0.0242 0.02196 0.0203 0.01829 -107.7 0.007373 0 0.0133 -58.07 0.0187 0.009955 0.02075 0.02245 0.02558 -89.61 0.02576 0.02338 0.02267 0.0218 0.02075 0.01951 0.01805 0.01883 0.02132 0.02307 0.01727 0.02019 0.02228 0.0237 0.01506 0.0107 0.01101 0.01132 0.01155 0.01177 0.01194 0.0121 0.01221 0.004362 0.009659 0.007028 0.005394 0.00452 0.004806 0.00502
1.0144 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3812 0.7427 0.7781 0.8137 0.8590 0.9110 0.0000 0.1037 0.0000 0.1566 0.0000 0.2750 0.1748 0.3694 0.3435 0.4256 0.0000 0.4570 1.2910 1.2574 1.2198 1.1751 1.1215 1.0512 1.0835 1.1980 1.2738 1.0433 1.1508 1.2389 1.2915 1.3000 1.3706 1.4797 1.4881 1.5008 1.5270 1.5384 1.5472 1.5459 1.6628 1.4964 1.5283 1.8884 1.7745 1.8101 1.8500
17:07:07 03/17/10
-0.0261 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0032 -0.0564 -0.0453 -0.0291 -0.0156 -0.0234 0.0000 -0.0139 0.0000 -0.0826 0.0000 -0.1260 0.0854 0.0213 -0.0861 -0.0855 0.0000 0.0489 -0.0535 -0.0506 -0.0552 -0.0458 -0.0618 -0.0307 -0.0469 -0.0487 -0.0504 -0.0414 -0.0491 -0.0465 -0.0405 -0.0908 -0.0344 -0.0039 -0.0253 -0.0202 -0.0202 -0.0183 -0.0179 -0.0175 0.0398 -0.0580 -0.0826 0.0599 0.0674 0.0601 0.0600
0.3861 -1.308 0.0000 3.528 0.0000 -0.0002297 0.0000 2.537 0.0000 0.001395 0.0000 2.393 0.0000 0.004536 0.7607 -3.015 0.8979 -3.872 0.6348 -2.522 0.5558 -2.115 0.4944 -1.811 0.4419 -1.558 0.0000 -3.53 0.5880 -7.03 0.0000 -7.6 0.9934 -6.33 0.0000 -2.536 1.1767 -5.836 0.7913 -6.702 1.2403 -5.493 1.1697 -5.15 1.0567 -4.607 0.0000 -2.387 0.9884 -4.21 0.1659 -1.325 0.2026 -1.322 0.2393 -1.319 0.2760 -1.316 0.3126 -1.313 0.3493 -1.31 0.3310 -1.311 0.2576 -1.317 0.1843 -1.323 0.3677 -1.309 0.2943 -1.314 0.2209 -1.32 0.1476 -1.326 0.1215 -0.9037 0.1116 -0.6929 0.1102 -0.693 0.1087 -0.6935 0.1073 -0.694 0.1059 -0.6946 0.1045 -0.695 0.1031 -0.6955 0.1017 -0.6959 0.0499 -0.3584 0.0877 -0.5834 0.0663 -0.4707 0.0499 -0.348 0.0499 -0.3578 0.0499 -0.3566 0.0499 -0.3555
0.6622 -993 -993.3 -858.2 -994.5 -995.4 -995.8 2.708 3.68 2.129 1.65 1.281 0.9748 -993 7.024 7.6 6.322 -858.2 5.797 6.695 5.437 5.075 4.481 -995.4 4.052 0.2574 0.3312 0.403 0.4724 0.5391 0.6019 0.5711 0.4381 0.2946 0.6323 0.5062 0.3675 0.22 -0.2482 -0.483 -0.5187 -0.5555 -0.5926 -0.6301 -0.6682 -0.7063 -0.7448 -1.164 -0.8839 -1.024 -1.488 -1.181 -1.216 -1.251
93.35 -99.06 -94.58 -31.78 -97.44 -45.04 -55.1 67.98 55.31 75.38 81.35 85.9 89.61 -99.06 8.597 0 18.75 -31.78 26.3 13.35 31.34 36.34 44.6 -45.04 50.38 113.3 110 106.6 103.3 100 96.68 98.34 105 111.6 95.02 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7
Helman O. Mozo
Page
Job
334 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.004341 -1.637 0.005173 1.8638 0.0601 -0.003192 -1.673 0.00528 1.8823 0.0600 -0.002044 -1.71 0.005349 1.8932 0.0600 -0.0008944 -1.746 0.005383 1.8994 0.0600 0.0002604 -1.783 0.005393 1.8894 0.0599 0.001419 -1.82 0.005394 1.8895 0.0599 -0.007242 -1.548 0.004681 1.8078 0.0566 -0.006094 -1.583 0.004931 1.8290 0.0584 -0.004941 -1.619 0.00511 1.8589 0.0587 -0.003786 -1.655 0.005236 1.8728 0.0590 -0.002631 -1.691 0.005324 1.8886 0.0591 -0.001475 -1.728 0.005375 1.8978 0.0591 -0.0003186 -1.765 0.005392 1.8948 0.0595 0.0008395 -1.801 0.005394 1.8888 0.0598 0.0176 -0.634 0.01728 0.9652 -0.0726 0.01722 -0.5754 0.01921 0.9053 0.0360 0.01609 -0.5163 0.02105 0.8219 -0.0806 0.01486 -0.4467 0.02299 0.7663 0.0255 0.01499 -0.3626 0.02494 0.7418 -0.1113 0.007696 -0.3009 0.02384 0.5194 -0.0175 3.709e-014 -0.6631 -0.005505 0.0000 0.0000 -1000 0.001134 107.7 0.0000 0.0000 157.9 -0.004804 -10.62 0.0000 0.0000 -864 -0.03536 58.1 0.0000 0.0000 187.5 -0.05717 -12.61 0.0000 0.0000 -1000 -0.1219 89.65 0.0000 0.0000 126.4 -0.1629 -8.501 0.0000 0.0000 1000 0.003593 -107.7 0.0000 0.0000 864 -0.0347 -58.1 0.0000 0.0000 1000 -0.1203 -89.66 0.0000 0.0000 0.003845 -1.531 -0.01672 1.7786 -0.0705 0.002404 -1.565 -0.01703 1.8136 -0.0644 0.001171 -1.601 -0.01726 1.8516 -0.0662 -0.000113 -1.637 -0.01743 1.8617 -0.0658 -0.001385 -1.673 -0.01755 1.8820 -0.0659 -0.00266 -1.71 -0.01763 1.8935 -0.0659 -0.003935 -1.746 -0.01767 1.9017 -0.0659 -0.005211 -1.783 -0.01768 1.8872 -0.0659 -0.006486 -1.82 -0.01768 1.8891 -0.0659
17:07:07 03/17/10
0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.0499 0.4085 0.4687 0.5198 0.5981 0.6767 0.8228 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934 0.1934
-0.3543 -1.287 134.8 -0.3532 -1.323 135.9 -0.352 -1.36 137 -0.3509 -1.396 138.1 -0.3497 -1.433 139.2 -0.3486 -1.47 140.3 -0.3572 -1.198 132 -0.3561 -1.233 133.1 -0.3549 -1.269 134.2 -0.3538 -1.305 135.3 -0.3526 -1.341 136.4 -0.3515 -1.378 137.5 -0.3503 -1.415 138.7 -0.3492 -1.451 139.8 -1.422 0.8058 91.64 -1.675 1.117 87.89 -1.952 1.451 83.8 -2.301 1.869 78.62 -2.745 2.398 72.01 -3.397 3.104 62.42 -1.325 -0.6631 93.33 -1007 3.524 116.2 151.2 -0.004804 2.723 -869.8 2.497 84.38 182 -0.05717 18.71 -1005 2.261 134.2 122.2 -0.1629 41.85 993 -3.519 -99.07 858.2 -2.568 -31.82 995.4 -2.503 -45.09 -0.3462 -1.881 131.4 -0.3476 -1.915 132.5 -0.3488 -1.951 133.6 -0.3501 -1.987 134.8 -0.3514 -2.023 135.9 -0.3527 -2.06 137 -0.3539 -2.096 138.1 -0.3552 -2.133 139.2 -0.3565 -2.17 140.3
Joint Support Reactions for Load Case "COMBO 2-6": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D2Z0P 120.37 0.0 143.51 0.0 1315.51 0.0 0.0 1328.78 0.0 0.92 0.0 -2.9 0.0 -3.86 0.0 0.0 D29Z0P -111.61 0.0 127.85 0.0 1203.81 0.0 0.0 1215.72 0.0 1.27 0.0 2.3 0.0 -0.04 0.0 0.0 D153Z0P 88.65 0.0 105.88 0.0 -966.02 0.0 0.0 975.84 0.0 0.72 0.0 -1.9 0.0 -0.03 0.0 0.0 D228Z0P -93.78 0.0 119.29 0.0 -1052.21 0.0 0.0 1063.09 0.0 0.35 0.0 2.5 0.0 -3.36 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-6":
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.6056 -0.7172 -0.0000 -0.0000 0.7172 -0.0196 -605.6455 -0.0290 D1Z93P 0.0000 -1.2782 -1.4645 -0.0000 1.2775 1.4644 -0.0199 -0.6232 -0.0292 D2Z0P 0.0000 -1.7632 -2.2480 -120.3677 -141.7431 -1313.2634 0.0000 0.0000 0.0000 D3Z9P 0.0000 -3.2170 -4.6076 0.0000 1.6158 4.7152 0.0090 -1000.0000 107.6491 D4Z13P 0.0000 -1.4538 -2.3596 0.0000 0.1645 2.4463 0.0001 -1000.0000 86.6834 D5Z19P -0.5646 -6.4155 -7.3670 0.5646 6.4154 7.3670 -0.0127 -0.0208 -0.0165 D6Z26P 0.0000 -1.7359 -2.8008 0.0000 0.8718 2.8589 0.0033 -864.0460 58.0638 D7Z31P 0.0000 -1.7359 -2.8008 -0.0000 0.1953 2.9044 -0.0020 -1000.0000 103.5517 D8Z26P -0.5727 -5.0077 -5.0074 0.5727 5.0077 5.0074 0.0032 -0.0349 -0.0235 D9Z13P -0.1455 -2.2851 -3.4828 0.1455 2.2851 3.4828 -0.0015 -0.0080 -0.0126 D10Z31P -0.9159 -6.9686 -6.4008 0.9159 6.9686 6.4008 -0.0021 -0.0575 -0.0262 D11Z36P 0.0000 -4.4216 -5.0561 -0.0000 4.4215 5.0561 -0.0101 -0.0839 -0.0284 D12Z45P 0.0000 -2.6788 -3.8288 0.0000 2.6787 3.8287 0.0039 -0.1203 -0.0328 D13Z45P 0.0000 -2.6788 -3.8288 0.0000 1.3454 3.9184 0.0039 -1000.0000 89.6076 D14Z50P 0.0000 -1.4491 -1.8885 -0.0000 0.1329 1.9770 -0.0058 -1000.0000 88.4526 D15Z55P 0.0000 -4.1793 -5.0038 -0.0000 4.1791 5.0038 -0.0134 -0.2042 -0.0337 D16Z68P 0.0000 -10.2104 -5.1122 -0.0000 10.2101 5.1121 -0.0035 -0.2992 -0.0338 D17Z68P 0.0000 -10.2104 -5.1122 -0.0000 10.2101 5.1121 -0.0189 -0.3234 -0.0342 D18Z55P 0.0000 -9.9119 -5.3458 -0.0000 9.9117 5.3458 -0.0010 -0.1885 -0.0324 D19Z75P 0.0000 -2.6324 -2.8484 -0.0000 2.6320 2.8484 -0.0135 -0.3762 -0.0341 D20Z75P 0.0000 -8.7491 -3.1904 -0.0000 8.7487 3.1904 -0.0139 -0.4066 -0.0339 D21Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0036 2.1115 -0.0122 -0.4485 -0.0329 D22Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0036 2.1115 -0.0195 -0.4816 -0.0322 D23Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5659 1.6721 -0.0174 -0.5457 -0.0308 D24Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5660 1.6720 -0.0174 -0.5090 -0.0321 D25Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3718 1.5014 -0.0160 -0.5637 -0.0306 D26Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3717 1.5014 -0.0211 -0.6017 -0.0290 D27Z93P 0.0000 -1.2782 -1.4645 -0.0000 1.2775 1.4644 -0.0193 -0.6627 -0.0273 D28Z50P 0.0000 -1.4491 -1.8885 -0.0000 1.4490 1.8885 -0.0059 -0.1630 -0.0333 D29Z0P 0.0000 -1.7632 -2.2480 111.6126 -126.0869 -1201.5640 0.0000 0.0000 0.0000 D30Z9P 0.0000 -3.2170 -4.6076 -0.0000 1.6158 4.7152 -0.0080 -1000.0000 107.6497 D31Z19P 0.0000 -3.1897 -5.1604 0.0000 3.1897 5.1604 0.0116 -0.0182 -0.0152 D32Z26P 0.0000 -1.7359 -2.8008 -0.0000 0.8718 2.8589 -0.0056 -864.0425 58.0644 D33Z26P 0.0000 -1.7359 -2.8008 -0.0000 1.7358 2.8008 -0.0056 -0.0301 -0.0221 D34Z13P 0.0000 -1.4538 -2.3596 0.0000 1.4538 2.3596 0.0016 -0.0064 -0.0116 D35Z31P 0.0000 -1.7359 -2.8008 -0.0000 1.7358 2.8008 -0.0020 -0.0513 -0.0247 D36Z36P 0.0000 -2.9656 -4.7411 0.0000 2.9655 4.7411 0.0040 -0.0761 -0.0269 D37Z45P 0.0000 -2.6788 -3.8288 -0.0000 2.6787 3.8287 -0.0123 -0.1100 -0.0312 D38Z45P 0.0000 -2.6788 -3.8288 -0.0000 1.3454 3.9184 -0.0124 -1000.0000 89.6083 D39Z50P 0.0000 -1.4491 -1.8885 -0.0000 1.4490 1.8885 -0.0056 -0.1500 -0.0319 D40Z113P 0.0000 -0.6787 -0.7789 -0.0000 0.6776 0.7789 -0.0038 -1.0676 -0.0352 D41Z113P 0.0000 -0.6787 -0.7789 -0.0000 0.6776 0.7789 -0.0036 -1.0608 -0.0373 D42Z110P 0.0000 -0.6745 -0.7789 -0.0000 0.6735 0.7789 -0.0065 -0.9938 -0.0344 D43Z110P 0.0000 -0.6745 -0.7789 -0.0000 0.6735 0.7789 -0.0062 -0.9811 -0.0365 D44Z107P 0.0000 -0.6963 -0.8261 -0.0000 0.6953 0.8260 -0.0092 -0.9220 -0.0334 D45Z107P 0.0000 -0.6963 -0.8261 -0.0000 0.6954 0.8260 -0.0090 -0.9038 -0.0355 D46Z103P 0.0000 -0.6916 -0.8261 -0.0000 0.6908 0.8261 -0.0119 -0.8526 -0.0322 D47Z103P 0.0000 -0.6916 -0.8261 -0.0000 0.6908 0.8260 -0.0117 -0.8289 -0.0343 D48Z100P 0.0000 -0.6611 -0.7789 -0.0000 0.6603 0.7789 -0.0147 -0.7860 -0.0308 D49Z100P 0.0000 -0.6611 -0.7789 -0.0000 0.6604 0.7789 -0.0143 -0.7568 -0.0329
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
336 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
337 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
338 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
339 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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0.0000 1.3454 0.0000 -0.1199 0.0000 10.2101 0.0000 4.1791 0.0000 2.6320 0.0000 2.0036 0.0000 1.5659 0.0000 1.3717 -0.0000 1.6158 0.6323 6.8291 93.7775 -117.5288 0.0339 4.1868 -0.0000 0.8718 0.0344 2.7472 0.1455 2.2851 0.5856 5.0812 0.0000 2.9655 -0.0000 2.6787 -0.0000 1.3454 0.0000 1.4490 0.0000 0.6776 0.0000 0.6735 0.0000 0.6953 0.0000 0.6908 0.0000 0.6603 0.0000 0.6049 0.0000 1.2660 0.0000 3.1963 0.0000 1.3521 0.0000 0.6050 0.0000 1.3519 0.0000 1.3698 -0.0000 1.2811 -0.0000 0.6024 -0.0000 0.8874 -0.0000 0.5696 -0.0000 3.6149 -0.0000 0.5723 -0.0000 0.5656 -0.0000 3.6250 -0.0000 0.5601 -0.0000 0.5230 -0.0000 0.3327 -0.0000 0.2419 -0.0000 0.2419 0.0000 0.0959 -0.0000 0.0893 -0.0000 0.0894 -0.0000 0.0895 -0.0000 0.0897 -0.0000 0.0898 -0.0000 0.0899 -0.0000 0.0900 0.0000 0.0901
17:07:07 03/17/10
3.7392 1.7831 5.1122 5.0038 2.8484 2.1115 1.6721 1.5014 4.4999 6.8141 1054.4566 6.9257 2.7428 4.5661 3.4828 5.0074 4.7411 3.8288 3.7392 1.8885 0.7789 0.7789 0.8261 0.8261 0.7789 0.7172 1.4961 2.8402 1.5578 0.7172 1.6050 1.6050 1.5097 0.7307 1.1798 0.8813 1.8904 0.8644 0.8545 1.8706 0.8446 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868
0.0098 0.0045 0.0162 0.0112 0.0121 0.0170 0.0151 0.0185 -0.0071 -0.0071 0.0000 0.0101 -0.0029 -0.0028 0.0014 0.0015 0.0082 -0.0035 -0.0035 0.0047 0.0003 0.0033 0.0061 0.0090 0.0119 0.0146 0.0141 0.0081 0.0021 0.0161 0.0108 0.0050 -0.0008 -0.0020 -0.0029 -0.0030 -0.0035 -0.0040 -0.0046 -0.0050 -0.0055 -0.0059 -0.0084 -0.0067 -0.0074 0.0020 -0.0078 -0.0066 -0.0055 -0.0043 -0.0032 -0.0020 -0.0009 0.0003
-1000.0000 -89.6155 -1000.0000 -105.4546 -0.3230 0.0252 -0.2032 0.0258 -0.4052 0.0242 -0.4820 0.0220 -0.5452 0.0203 -0.6016 0.0183 -1000.0000 -107.6506 0.0011 0.0074 0.0000 0.0000 -0.0182 0.0133 -864.0466 -58.0689 -0.0355 0.0187 -0.0086 0.0100 -0.0575 0.0207 -0.0829 0.0224 -0.1219 0.0256 -1000.0000 -89.6149 -0.1631 0.0258 -1.0676 0.0234 -0.9938 0.0227 -0.9220 0.0218 -0.8526 0.0208 -0.7859 0.0195 -0.7231 0.0180 -0.7539 0.0188 -0.8869 0.0213 -1.0304 0.0231 -0.6927 0.0173 -0.8188 0.0202 -0.9575 0.0223 -1.1050 0.0237 -1.1498 0.0151 -1.1730 0.0107 -1.2087 0.0110 -1.2455 0.0113 -1.2826 0.0115 -1.3201 0.0118 -1.3582 0.0119 -1.3963 0.0121 -1.4348 0.0122 -1.5139 0.0044 -1.4606 0.0097 -1.4869 0.0070 -1.8379 0.0054 -1.5306 0.0045 -1.5655 0.0048 -1.6009 0.0050 -1.6369 0.0052 -1.6731 0.0053 -1.7097 0.0053 -1.7464 0.0054 -1.7831 0.0054
Helman O. Mozo
Page
Job
340 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0977 -0.1818 -0.1821 -3.0405 -0.1827 -0.1830 -0.1834 -3.0614 -0.1897 -0.6725 -4.6444 -4.7718 -1.1374 -1.4950 -8.6094 -0.6056 -3.2170 -1.4538 -1.7359 -1.7359 -2.6788 -1.4491 -3.2170 -1.7359 -2.6788 -0.0908 -0.0910 -0.0911 -0.0913 -0.0914 -0.0916 -0.0918 -0.0919 -0.0977
-0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.6549 -3.4573 -0.7172 -4.6076 -2.3596 -2.8008 -2.8008 -3.8288 -1.8885 -4.6076 -2.8008 -3.8288 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
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0.0959 0.1802 0.1805 3.0389 0.1811 0.1814 0.1816 3.0596 0.1879 0.6719 4.6439 4.7713 1.1370 1.4946 8.6091 0.6050 3.2170 1.4538 1.7358 1.7358 2.6787 1.4490 3.2170 1.7358 2.6787 0.0893 0.0894 0.0895 0.0897 0.0898 0.0899 0.0900 0.0901 0.0959
0.0929 0.0014 0.1736 -0.0072 0.1736 -0.0061 1.1024 -0.0049 0.1736 -0.0038 0.1736 -0.0026 0.1736 -0.0015 1.1024 -0.0003 0.1797 0.0008 0.7473 0.0176 1.0961 0.0172 1.2600 0.0161 1.1936 0.0149 1.6549 0.0150 3.4573 0.0077 0.7172 0.0000 4.7152 -1000.0000 2.3490 157.9239 2.8589 -864.0140 2.7882 187.4555 3.9184 -1000.0000 1.8800 126.3949 4.4999 1000.0000 2.7427 864.0146 3.7391 1000.0000 0.0868 0.0038 0.0868 0.0024 0.0868 0.0012 0.0868 -0.0001 0.0868 -0.0014 0.0868 -0.0027 0.0868 -0.0039 0.0868 -0.0052 0.0929 -0.0065
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P -28.07 -7920.42 -105.72 2728.14 -1581.95 -3026.43 -983.69 D128P -28.07 -2728.13 1581.94 -2628.36 -4559.68 -2624.16 -1458.80 D129P -28.07 394.11 1067.91 3038.81 1986.05 1711.58 1522.64 D130P -28.07 -793.17 384.51 -541.35 -4659.92 -542.08 -1736.67 D131P -28.06 624.73 -199.22 1514.74 3354.85 657.01 969.06 D132P -28.06 -785.84 2211.65 3539.63 -13150.29 680.12 -2701.60 D133P -28.06 -3539.62 13150.29 -5266.14 16326.66 -1578.20 5282.97 D134P -28.06 1348.84 1396.10 3371.21 11580.66 953.12 2620.38 D135P -28.06 1348.84 -1396.10 3396.88 552.34 817.37 -145.32 D136P -28.06 -3396.88 -552.34 -2808.53 -1993.45 -748.34 -307.01 D137P -28.06 2808.53 1993.45 577.65 -89.49 674.20 379.08 D138P -28.06 -577.65 89.49 3172.99 1302.62 513.15 275.25 D139P -28.06 -3172.99 -1302.63 -2892.78 -3355.47 -799.81 -614.20
-1.8196 0.0054 -1.5480 0.0047 -1.5831 0.0049 -1.6189 0.0051 -1.6550 0.0052 -1.6914 0.0053 -1.7280 0.0054 -1.7648 0.0054 -1.8014 0.0054 -0.6340 0.0173 -0.5754 0.0192 -0.5163 0.0210 -0.4467 0.0230 -0.3626 0.0249 -0.3009 0.0238 -0.6631 -0.0055 0.0011 107.6584 -0.0048 -10.6173 -0.0354 58.0957 -0.0572 -12.6053 -0.1219 89.6526 -0.1629 -8.5011 0.0036 -107.6600 -0.0347 -58.1010 -0.1203 -89.6600 -1.5308 -0.0167 -1.5655 -0.0170 -1.6009 -0.0173 -1.6369 -0.0174 -1.6731 -0.0175 -1.7097 -0.0176 -1.7464 -0.0177 -1.7831 -0.0177 -1.8196 -0.0177
Helman O. Mozo
Page
Job
341 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
-28.06 -28.06 -28.06 -37.95 -89.45 -37.95 -37.95 -37.95 -37.95 -70.27 -70.27 -31.51 0.01 0.00 -89.44 -28.06 -28.06 -28.06 -28.07 -28.07 -37.95 -37.95 -37.95 -37.95 -37.95 -37.95 -37.95 -37.95 -70.27 -70.27 -70.27 -70.27 -70.27 -31.51 -31.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -50.79 -50.79 -50.79
2892.78 3355.47 -61.25 654.99 522.49 740.03 61.26 -654.99 3112.79 335.32 665.22 -67.00 -3112.79 -335.32 -2522.12 -728.09 -653.04 -123.24 -463.39 4776.19 -272.11 5881.22 -443.07 6420.13 160.71 -3110.94 6077.18 54.87 5894.70 -2887.93 5528.06 -5673.12 463.41 -4776.20 3598.48 -6275.87 272.13 -5881.22 -1271.32 -7901.84 -601.92 -8303.05 534.60 -5177.02 -702.33 -5513.52 -101.04 -6440.08 444.53 -3272.83 -865.38 -3297.12 -253.52 -3957.80 342.08 768.15 785.36 756.50 793.57 1073.16 -163.20 3648.95 4352.35 4242.11 2948.62 5554.29 -57.29 245.89 166.29 107.75 108.33 351.46 -185.27 465.12 -13.70 -606.07 -358.85 -254.22 43.94 -122.59 -18.17 -94.35 46.48 -391.28 160.73 3110.92 -1936.02 -169.13 -838.81 1389.97 -3371.22 -11580.67 -5266.15 -16326.66 -1208.44 -3904.48 -1514.73 -3354.86 785.85 -2211.66 -215.36 -1644.75 541.36 4659.91 -624.72 199.21 -30.42 1773.04 -3038.80 -1986.06 793.18 -384.52 -1064.94 -1124.20 2628.37 4559.67 -394.10 -1067.92 1290.69 2017.10 1271.34 7901.84 -957.61 6356.94 189.00 8589.63 957.63 -6356.94 -825.50 -4654.39 79.60 -6633.33 825.52 4654.39 -534.58 5177.02 175.26 5922.53 702.36 5513.52 -430.78 4791.00 163.60 6207.54 430.80 -4791.00 -596.88 -3704.62 -100.05 -5117.84 596.91 3704.61 -444.51 3272.83 91.81 4203.28 865.41 3297.12 188.44 2917.37 634.85 3743.67 -188.41 -2917.38 1236.40 -1501.57 631.32 -2662.02 -162.34 -1264.04 163.23 -3648.95 0.62 -3458.11 -327.43 954.56 162.37 1264.04 -116.18 1561.61 -785.33 -756.50 327.46 -954.56 -322.28 -1204.37 -635.27 -704.75 -342.05 -768.15 -687.91 -1036.74 127.62 -208.61 635.30 704.75 537.00 349.22 -166.31 -107.77 77.88 502.68 -87.89 392.49 -77.90 -502.70 -459.91 195.34 -534.51 -305.47 262.21 -424.25 -164.36 -406.11 176.48 -1497.64 116.14 -365.94 -57.79 -302.32 105.24 -1205.28 49.14 -254.15 -39.86 -212.83 16.72 -842.24 80.36 -182.32 -37.23 -151.52 77.78 -602.11 42.30 -67.47 22.57 -41.53 117.00 -196.59 -37.48 -24.00 31.85 -8.07 -10.14 -57.84 23.81 -4.78 14.72 -2.36 69.49 -12.86 13.73 606.07 -262.18 424.25 -448.12 1858.30 164.39 406.11 -116.11 365.94 87.08 1392.48 57.82 302.32 -49.11 254.15 15.72 1003.65 39.89 212.83 -80.33 182.32 -72.92 712.69 37.26 151.52 -43.91 122.59 -11.99 494.39 18.20 94.35 -42.27 67.47 -43.41 291.87 -22.54 41.53 37.51 24.00 26.99 118.19 -31.82 8.07 -23.78 4.78 -100.28 23.17 -14.69 2.36 0.03 0.00 -26.44 4.25 7349.25 -440.00 -2829.98 -1786.97 2634.15 -1298.03 2829.97 1786.96 1437.05 -5406.33 2090.42 -1773.14 -1847.61 -354.07 -4441.45 442.16 -3135.59 43.92
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
342 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-50.79 -50.78 -50.78 -50.78 -50.78 -50.78 -50.78 -50.78 -50.77 -50.77 -50.77 -50.77 -50.77 -92.21 -472.94 -92.21 -92.21 -92.22 -92.22 12.58 12.58 -36.95 0.03 0.01 -472.94 -50.78 -50.78 -50.78 -50.79 -50.79 -92.21 -92.22 -92.22 -92.22 -92.22 -92.22 -92.22 -92.22 12.58 12.58 12.58 12.58 12.58 -36.96 -36.96 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.03 0.02
-1263.49 -1558.65 -638.34 -5443.73 -772.53 -2844.37 -433.20 151.98 -1267.86 3517.70 -522.38 1126.92 386.98 2115.03 -4227.37 -13132.92 -948.49 -2721.17 4227.37 13132.92 5836.42 16314.57 1803.67 5277.69 -1225.04 1449.38 -3842.30 11658.89 -1023.24 2646.94 -1225.04 -1449.38 -2729.92 567.19 -681.18 -151.94 2729.92 -567.20 2159.74 -2003.40 589.67 -310.00 -2159.75 2003.40 -560.37 -85.67 -541.58 381.82 560.37 85.67 -2342.14 1322.38 -352.29 278.40 2342.13 -1322.39 1801.72 -3454.21 546.39 -629.82 -1801.72 3454.21 345.83 771.54 -268.65 779.76 -345.83 -771.54 -2434.83 388.10 -582.77 -80.36 2434.83 -388.10 1835.20 -809.59 494.86 -138.80 -329.43 -4614.84 70.58 -5357.76 -155.94 -6007.59 -388.69 -2016.04 -4721.46 1648.13 -4829.01 -347.67 4890.40 5503.03 329.45 4614.85 3135.04 6076.80 -70.56 5357.76 -1933.06 6962.44 -1207.00 7421.81 194.04 4623.35 -1158.18 4838.85 -580.81 5700.12 181.90 2952.66 -1181.01 2638.00 -601.87 3367.87 -30.48 516.33 501.77 800.39 331.73 926.81 53.17 390.65 4551.00 -2126.17 3240.74 -1221.59 274.29 -307.97 -20.59 -122.41 252.15 -427.73 -274.04 -602.48 -211.34 238.76 -875.44 -656.02 22.22 0.46 -42.33 -0.23 -36.27 0.41 -388.71 2016.02 1605.45 -1277.59 574.90 348.90 3842.31 -11658.90 5836.43 -16314.58 1354.14 -3913.73 1267.85 -3517.71 -386.99 -2115.04 260.27 -1664.32 638.33 5443.72 433.19 -151.99 390.99 1930.90 4441.44 -442.17 1263.49 1558.64 2705.45 529.47 -1437.06 5406.32 1847.60 354.06 237.16 3327.64 1933.08 -6962.44 -493.48 -5665.74 867.23 -7607.34 493.50 5665.74 -1064.68 4211.87 -344.08 5950.37 1064.70 -4211.87 -194.02 -4623.35 524.50 -5322.42 1158.20 -4838.85 -66.36 -4210.39 657.74 -5451.34 66.38 4210.39 -845.45 3339.18 -469.32 4547.93 845.48 -3339.18 -181.88 -2952.66 399.76 -3790.26 1181.03 -2638.00 618.52 -2178.21 1084.07 -2901.33 -618.50 2178.21 174.15 2096.32 -267.68 2575.02 -13.51 -1040.23 -53.14 -390.65 -46.91 -1007.15 -582.86 842.26 13.54 1040.23 -400.73 1325.03 -501.74 -800.39 582.89 -842.26 57.12 -1156.22 -94.29 76.76 30.51 -516.33 -44.90 -309.40 -413.07 -25.19 94.32 -76.76 -224.36 -71.76 20.61 122.39 -165.29 496.65 -143.79 615.24 165.31 -496.67 619.81 229.26 780.30 -265.77 125.02 124.97 -157.84 -47.50 -59.19 139.71 89.96 -29.97 -170.43 11.29 -145.13 -33.68 -89.65 7.38 -137.72 -2.92 -410.09 8.04 32.85 -1.54 -62.96 0.54 -54.32 -1.81 -5.59 0.00 -75.78 -0.12 -146.76 -0.21 -164.07 0.23 -62.76 -0.20 -409.10 0.06 -21.43 0.16 -4.75 -0.08 -47.21 0.14 211.37 -238.76 -124.99 -124.97 155.79 -656.01 157.87 47.50 -89.93 29.97 122.53 139.72
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
343 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.02 0.02 0.01 0.01 0.01 0.00 0.00 -653.81 -653.82 -653.83 -653.85 -653.88 -653.90 -653.91 -653.95 -653.96 -653.98 -654.00 599.27 1291.38 1973.75 2129.45 3482.64 -559.69 -318.26 -559.70 -559.68 -559.66 -559.65 -38.91 -38.91 -66.18 -0.02 -0.01 -318.27 -653.93 -653.89 -653.87 -653.84 -653.83 -559.68 -559.67 -559.67 -559.66 -559.65 -559.65 -559.64 -559.64 -38.91 -38.91 -38.91 -38.90 -38.90 -66.17
170.46 -11.29 89.68 -7.38 469.19 -33.68 137.75 2.92 -32.81 1.54 189.26 8.05 62.99 -0.54 -22.19 -0.46 73.60 -1.81 42.36 0.23 5.62 -0.00 86.53 0.42 75.81 0.12 164.10 -0.23 432.70 -0.21 62.79 0.19 21.46 -0.16 151.95 0.06 4.78 0.08 0.03 -0.00 8.67 0.14 2792.90 963.23 -742.34 1366.52 1195.22 1357.94 742.33 -1366.51 587.60 5108.17 651.54 1833.05 -1378.57 247.43 -4469.63 133.50 -2915.79 189.92 -1406.40 1559.09 -295.59 4770.71 -691.35 2571.17 -463.11 -40.27 -1609.51 -2962.46 -636.48 -922.11 306.22 -2091.91 -3641.12 12417.86 -823.65 2550.28 3641.12 -12417.85 5047.07 -15578.43 1557.13 -5017.60 -1108.64 -1296.77 -3414.12 -11261.07 -913.28 -2535.79 -1108.65 1296.77 -2917.24 -681.57 -693.39 105.96 2917.24 681.58 2285.63 2109.57 627.44 336.60 -2285.64 -2109.57 -605.41 108.17 -575.61 -398.48 605.40 10.99 -2419.26 -1478.04 -358.63 -290.06 2419.26 1543.85 1793.31 3759.13 555.45 699.23 -1793.31 -3694.25 382.34 -924.21 -260.36 -852.22 -382.34 939.01 -2643.49 -485.98 -634.16 94.95 2643.49 614.64 1984.44 1160.87 536.34 205.77 300.22 4301.62 -125.34 5429.32 105.35 5862.01 -362.94 2985.21 -7959.84 941.59 -7864.89 3710.75 1253.09 -2696.68 -300.20 -4301.62 572.31 -4203.18 125.35 -5429.32 -1620.44 -7132.60 -900.66 -7567.42 161.77 -4586.42 -1074.71 -4889.81 -549.97 -5708.57 58.42 -2867.51 -824.89 -2851.67 -461.73 -3445.29 377.81 596.62 904.62 777.58 902.66 967.26 -101.88 3359.99 4926.21 6330.73 3395.71 6821.02 -1013.67 -165.94 -556.01 -101.13 -1560.04 -265.43 997.72 -1585.00 -460.76 -782.02 968.48 -4269.17 42.75 -103.42 -17.71 -76.15 45.16 -323.86 -362.96 -2985.19 888.03 899.22 248.09 -985.60 3414.13 11261.08 5047.08 15578.43 1183.80 3755.08 1609.50 2962.47 -306.23 2091.92 385.08 1493.43 295.58 -4770.70 463.11 40.28 276.84 -1726.09 4469.62 -133.49 1406.39 -1559.08 2786.58 -802.66 -587.61 -5108.16 1378.56 -247.42 456.91 -3093.79 1620.46 7132.60 -428.86 5569.22 717.83 7651.70 428.88 -5569.21 -1149.45 -4234.80 -434.08 -5906.03 1149.47 4234.80 -161.75 4586.42 595.01 5313.99 1074.73 4889.81 -96.27 4206.59 589.44 5479.76 96.29 -4206.59 -938.01 -3295.82 -507.06 -4519.52 938.03 3295.82 -58.40 2867.51 529.90 3712.85 824.92 2851.67 -106.12 2532.46 433.01 3243.46 106.14 -2532.46 81.74 -1174.15 113.18 -2232.90 -283.41 -1275.37 101.91 -3359.99 -127.75 -3262.70 -302.23 776.23 283.44 1275.37 -13.22 1444.06 -904.59 -777.58 302.25 -776.23 -423.97 -1093.68 -780.13 -635.70 -377.78 -596.62 -815.02 -867.40 840.09 593.49 780.15 635.70 1140.45 865.19 556.02 101.15 519.18 -587.24 1068.60 -483.11
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
344 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-66.17 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -1062.05 -1062.07 -1062.09 -1062.12 -1062.16 -1062.20 -1062.22 -1062.27 -1062.29 -1062.32 -1062.36 1388.05 2613.74 3822.19 3977.88 3977.87 -856.97 -84.21 -856.98 -856.96 -856.93 -856.90 -91.99 -92.00 3.24 -0.06 -0.03 -84.22 -1062.24 -1062.18 -1062.14 -1062.11 -1062.08 -856.95 -856.94 -856.94 -856.92
-519.16 587.26 -1826.24 409.98 -2331.00 991.12 -26.65 -467.83 -56.66 -365.18 -150.25 -1502.43 189.60 -315.88 -85.21 -268.70 188.26 -1054.35 30.54 -229.64 -32.92 -190.13 -4.31 -757.10 85.08 -159.78 -39.00 -130.97 83.13 -524.41 42.58 -50.35 22.47 -25.56 117.32 -136.92 -37.55 -13.39 31.87 -2.78 -10.24 -29.16 23.84 -0.62 14.70 0.51 69.52 -0.20 460.79 782.02 26.68 467.83 879.20 2254.24 56.69 365.18 -189.56 315.88 -239.66 1228.35 85.25 268.70 -30.50 229.63 98.74 898.80 32.96 190.13 -85.05 159.78 -93.96 631.11 39.03 130.97 -42.71 103.42 -6.65 422.75 17.74 76.15 -42.54 50.35 -44.73 228.15 -22.44 25.56 37.58 13.39 27.31 70.25 -31.84 2.78 -23.81 0.62 -100.37 6.13 -14.67 -0.51 0.03 -0.00 -26.40 -0.93 -3097.77 2116.09 938.64 1105.62 -1258.49 1877.84 -938.63 -1105.61 -809.22 5908.50 -856.28 2352.95 1323.27 214.50 4429.60 -722.72 2868.26 -253.38 1481.22 1870.46 -407.05 5095.44 436.33 2829.55 -585.54 -1082.18 4003.35 -1068.38 1049.58 -660.41 4576.00 3327.37 5921.57 15594.02 2592.67 4673.16 -5921.56 -15594.02 -5291.16 -16332.39 -2009.59 -5721.97 1315.19 -1326.08 3242.21 -11430.13 920.27 -2575.85 1315.20 1326.08 3584.51 -662.08 843.90 114.36 -3584.51 662.09 -2918.75 2095.52 -784.26 332.55 2918.75 -2095.52 630.59 199.82 706.68 -377.44 -630.58 33.17 3217.86 -1454.13 511.55 -280.95 -3217.86 1570.67 -2854.48 3645.30 -800.67 687.76 2854.48 -3530.40 -137.13 -767.85 501.42 -793.13 137.13 782.66 3360.15 -492.54 732.97 60.80 -3360.15 492.54 -2681.11 1014.01 -700.13 174.60 146.93 -4566.62 -488.51 -5914.90 -205.77 -6314.17 905.94 1747.65 7451.05 -39.72 7897.21 1613.96 629.81 3751.12 -146.91 4566.62 290.03 4995.64 488.53 5914.90 -1168.49 8044.12 -409.61 8409.05 541.27 5148.06 -689.04 5534.80 -89.02 6435.46 328.05 3362.76 -584.06 3046.63 -154.22 3861.08 -14.19 625.67 618.51 772.05 425.36 983.81 258.30 572.87 5278.81 -5258.59 3897.41 -3298.15 848.89 597.52 458.15 237.02 1299.00 829.41 1294.37 1264.87 106.24 -491.89 2526.15 1394.15 35.07 -0.84 -30.32 0.23 8.56 -1.10 905.95 -1747.63 -888.89 2743.66 8.06 470.61 -3242.22 11430.14 -5291.17 16332.39 -1193.89 3884.22 -4003.35 1068.39 -4576.00 -3327.36 -2534.95 -667.46 407.06 -5095.43 585.55 1082.18 362.20 -1464.40 -4429.59 722.73 -1481.22 -1870.45 -2803.08 -544.28 809.23 -5908.49 -1323.26 -214.49 -296.94 -3537.10 1168.51 -8044.12 -837.29 -6267.50 199.53 -8621.46 837.31 6267.50 -786.20 4691.05 30.79 6601.54 786.22 -4691.06 -541.24 -5148.06 147.57 -5927.18 689.06 -5534.80 -431.25 -4745.04 155.31 -6192.68
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
345 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-856.91 -856.91 -856.90 -856.89 -92.00 -92.00 -91.99 -91.99 -91.98 3.25 3.26 -0.05 -0.05 -0.04 -0.03 -0.02 -0.01 -0.01 -0.06 -0.05 -0.04 -0.04 -0.03 -0.02 -0.02 -0.01 -0.00
431.27 661.82 584.08 40.35 -170.90 -554.67 -618.49 -200.68 182.80 -458.16 513.38 216.69 107.39 -69.73 46.82 5.58 -157.06 -18.67 -106.21 130.84 149.27 122.25 49.50 30.35 65.67 58.94 3.00
4745.04 -661.80 -3775.27 -328.02 -3046.63 -40.33 2557.15 -1215.41 -1148.11 -258.28 1038.74 170.93 -772.05 554.70 197.26 14.22 -1017.73 200.70 -237.01 -513.39 608.95 1809.64 -281.08 -130.80 66.85 -149.24 -15.64 -122.22 3.86 -49.47 0.38 -65.63 0.15 -58.91 0.13 -2.97 491.89 -216.66 -107.12 -107.36 25.61 69.76 -5.89 -46.79 1.51 -35.03 -0.23 -5.55 0.27 157.09 0.14 18.70 0.07 0.03
3775.27 -3362.76 -2557.16 2472.52 -572.87 1148.11 -1038.74 -625.67 -197.26 -608.93 -20.59 107.12 -25.61 5.89 -1.51 -0.26 -0.14 -0.07 281.09 -66.85 15.64 -3.86 0.84 -0.38 -0.15 -0.13 0.00
17:07:07 03/17/10
-138.87 201.08 327.56 -707.87 -302.09 -270.11 -44.90 -131.24 269.94 -965.59 2308.74 154.91 -75.48 -346.20 -4.77 -108.31 -389.53 -39.03 -582.33 42.35 395.05 136.11 26.09 44.74 401.77 140.04 5.48
5132.72 -4300.02 -3375.78 3029.92 -1211.35 1539.26 -1274.56 -301.54 -855.20 -840.74 584.75 -313.77 74.39 -17.58 4.24 0.20 0.02 0.12 1394.15 -313.77 74.39 -17.58 4.24 -1.10 0.21 0.02 0.12
Helman O. Mozo
Page
Job
346 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 13 "COMBO 3-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 3-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0.4552 0 -0.007298 0.0000 0.0000 0.0000 0.4552 -1.325 93.33 D1Z93P 0.4549 -0.002453 -0.02374 -0.0038 0.7595 0.1506 1.78 -1.327 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.0001476 -1000 75.79 0.0000 0.0000 0.0000 -3.523 -1007 84.38 D4Z13P 0.003452 210.6 -14.16 0.0000 0.0000 0.0000 0.003452 203.9 -0.8166 D5Z19P 0.01206 0.006218 0.008062 0.0138 0.0687 0.0238 -6.328 -6.334 18.74 D6Z26P 0.02523 -646.7 43.48 0.0000 0.0000 0.0000 -2.508 -652.5 69.77 D7Z31P 0.0391 249.9 -16.81 0.0000 0.0000 0.0000 0.0391 244.4 14.51 D8Z26P 0.02544 -0.001742 0.01115 0.0325 0.1377 0.0298 -5.807 -5.835 26.3 D9Z13P 0.006011 0.001229 0.005985 -0.0817 0.0751 0.0214 -6.697 -6.702 13.35 D10Z31P 0.03963 0.0006107 0.01237 -0.0578 0.1843 0.0406 -5.455 -5.494 31.33 D11Z36P 0.05607 0.004548 0.01341 0.0101 0.1801 0.0442 -5.102 -5.154 36.33 D12Z45P 0.08292 -0.00317 0.01524 0.0165 0.2436 0.0524 -4.52 -4.606 44.59 D13Z45P 0.08289 -991.1 66.64 0.0000 0.0000 0.0000 -2.3 -995.7 111.2 D14Z50P 0.1102 168.5 -11.33 0.0000 0.0000 0.0000 0.1102 164.3 39.02 D15Z55P 0.1373 0.005059 0.01527 0.0066 0.4640 0.0551 -3.746 -3.878 55.3 D16Z68P 0.2194 -0.008193 -0.02667 0.0118 0.2399 0.1316 3.251 -3.04 67.93 D17Z68P 0.2176 0.006585 0.01484 -0.0376 0.3118 0.0881 -2.814 -3.025 67.97 D18Z55P 0.1385 -0.006223 -0.02555 -0.0138 0.4582 0.0878 4.022 -3.889 55.26 D19Z75P 0.2744 -0.002499 -0.02706 -0.0174 0.5162 0.1271 2.808 -2.536 75.33 D20Z75P 0.2755 0.002484 0.01416 0.0425 0.4256 0.0867 -2.258 -2.531 75.37 D21Z81P 0.3277 -0.005564 -0.02617 -0.0254 0.5235 0.1390 2.46 -2.138 81.3 D22Z81P 0.3264 0.004626 0.01291 0.0079 0.5603 0.0893 -1.806 -2.128 81.34 D23Z86P 0.3717 0.002464 0.01181 0.0034 0.5882 0.0949 -1.455 -1.824 85.89 D24Z86P 0.3711 -0.002562 -0.02568 -0.0034 0.5990 0.1452 2.198 -1.829 85.85 D25Z90P 0.4114 -0.004869 -0.02465 -0.0171 0.6377 0.1498 1.988 -1.581 89.57 D26Z90P 0.4109 0.004228 0.01059 0.0165 0.6187 0.0978 -1.166 -1.572 89.61 D27Z93P 0.4549 0.002281 0.009311 0.0001 0.7622 0.0951 -0.8701 -1.323 93.34 D28Z50P 0.1103 0.001459 0.01529 -0.0626 0.2637 0.0654 -4.104 -4.213 50.37 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.002735 1000 -75.79 0.0000 0.0000 0.0000 3.52 993 -67.2 D31Z19P 0.01482 -0.009192 -0.01207 -0.0157 0.0646 0.0351 6.355 -6.35 18.72 D32Z26P 0.02325 646.7 -43.49 0.0000 0.0000 0.0000 2.556 640.9 -17.2 D33Z26P 0.0233 0.003111 -0.01738 -0.0502 0.1230 0.0452 5.856 -5.83 26.27 D34Z13P 0.005623 -0.0009303 -0.00923 0.1263 0.1199 0.0293 6.709 -6.704 13.33 D35Z31P 0.03917 -0.0004726 -0.01942 0.0849 0.2202 0.0586 5.533 -5.495 31.3 D36Z36P 0.05755 -0.00596 -0.02113 -0.0171 0.1780 0.0654 5.216 -5.164 36.3 D37Z45P 0.0809 0.005157 -0.0246 -0.0231 0.2392 0.0788 4.684 -4.598 44.55 D38Z45P 0.08087 991.1 -66.65 0.0000 0.0000 0.0000 2.464 986.5 -22.08 D39Z50P 0.1103 -0.001428 -0.02515 0.0869 0.2938 0.0950 4.325 -4.216 50.33 D40Z113P 0.7656 0.0001005 0.01489 0.0096 1.0002 0.1129 -0.5594 -1.325 113.3 D41Z113P 0.7656 -0.0004027 -0.03044 -0.0093 0.9977 0.1722 2.091 -1.325 113.2 D42Z110P 0.7084 0.0005493 0.01432 0.0066 0.9718 0.1099 -0.6166 -1.324 110 D43Z110P 0.7084 -0.0007466 -0.02974 -0.0063 0.9720 0.1686 2.033 -1.326 109.9 D44Z107P 0.653 0.0009134 0.01362 0.0135 0.9405 0.1069 -0.672 -1.324 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
347 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.653 0.5996 0.5996 0.5485 0.5486 0.5006 0.5007 0.4776 0.5242 0.5737 0.626 0.6804 0.7368 0.7945 0.4776 0.524 0.5738 0.6259 0.6805 0.7367 0.7946 0.8292 0.847 0.8469 0.8291 0.8745 0.8746 0.9028 0.9029 0.9314 0.9314 0.9604 0.9604 0.9899 0.9898 1.019 1.019 1.049 1.049 1.112 1.112 1.07 1.09 1.09 1.07 1.358 1.358 1.125 1.138 1.151 1.164 1.178 1.191 1.205
-0.001136 0.001324 -0.001543 0.001798 -0.002035 0.002206 -0.002445 0.002663 -0.003196 0.001867 -0.00197 0.0009962 -0.0009252 0.0001129 -0.002862 0.002763 -0.002132 0.001624 -0.001262 0.0006261 -0.0003647 -0.0001333 -0.0005581 0.0004167 -0.0001125 -0.0001033 0.0006564 -0.0002527 0.000442 -0.0002414 0.0005564 -0.0003971 0.0004334 -0.0003879 0.0005117 -0.0005138 0.0004017 0.0002742 -0.0004924 -0.0008903 0.0005816 0.0003614 -0.0005623 0.0002452 -0.0006187 0.0001953 -0.001022 0.0005832 -0.0007015 0.0003025 -0.0005934 0.0001516 -0.0004802 -3.29e-005
-0.02888 0.01279 -0.02787 0.0118 -0.02668 0.01064 -0.02531 0.01003 -0.02604 0.01233 -0.02842 0.01401 -0.03012 0.01515 -0.02458 0.01126 -0.02732 0.01324 -0.02935 0.01464 -0.03076 -0.02404 0.004925 -0.02072 0.008344 0.005169 -0.02103 0.005414 -0.02127 0.005596 -0.02152 0.00578 -0.0217 0.00591 -0.02188 0.006043 -0.02201 -0.02214 0.006138 -0.0002195 -0.01586 -0.02008 0.001933 -0.01798 0.004067 0.0006651 -0.01691 -0.01603 5.59e-005 -0.01631 0.0002687 -0.01652 0.0004216 -0.01667
-0.0155 0.0030 -0.0010 0.0197 -0.0240 -0.0050 0.0109 0.0032 -0.0073 0.0066 -0.0064 0.0045 -0.0050 0.0071 -0.0020 0.0069 -0.0065 0.0065 -0.0047 0.0076 -0.0157 -0.0764 0.0225 -0.0502 0.0579 -0.0167 0.0115 0.0079 0.0002 0.0015 -0.0002 0.0035 0.0018 0.0021 -0.0015 0.0024 0.0082 -0.0027 0.0011 -0.0026 -0.0190 -0.0239 0.0292 -0.0341 0.0172 -0.0058 0.0094 0.0135 -0.0031 0.0081 -0.0043 0.0094 -0.0047 0.0092
17:07:07 03/17/10
0.9392 0.9015 0.9028 0.8585 0.8552 0.7977 0.8028 0.7912 0.8258 0.8815 0.9217 0.9561 0.9874 0.9993 0.7928 0.8261 0.8814 0.9217 0.9566 0.9873 1.0083 1.0137 1.0715 1.0758 1.0061 1.1336 1.1388 1.1488 1.1461 1.1598 1.1597 1.1792 1.1786 1.1904 1.1907 1.1975 1.1955 1.1996 1.2036 1.2972 1.3044 1.2103 1.2246 1.2264 1.1916 1.4384 1.4389 1.3327 1.3516 1.3699 1.3873 1.4028 1.4100 1.4150
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 1.219 -0.0003675 D100Z136P 1.232 -0.00021 D101Z136P 1.246 -0.0002549 D102Z137P 1.26 -0.0003896 D103Z138P 1.274 -0.0001424 D104Z138P 1.288 -0.0005691 D105Z139P 1.302 -2.972e-005 D106Z139P 1.316 -0.0007498 D107Z140P 1.33 8.289e-005 D108Z140P 1.344 -0.0009313 D109Z92P 0.4337 0.003014 D111Z88P 0.3927 0.003629 D113Z84P 0.351 0.003522 D115Z79P 0.3017 0.003398 D117Z72P 0.2506 0.006597 D119Z62P 0.2022 0.001854 D121Z9P -0.002708 0.00665 D122Z9P -0.0001185 -0.004043 D123Z132P 1.138 0.000414 D124Z133P 1.164 0.0002344 D125Z134P 1.191 5.765e-005 D126Z135P 1.219 -0.0001209 D127Z136P 1.246 -0.0002999 D128Z138P 1.274 -0.0004792 D129Z139P 1.302 -0.0006593 D130Z140P 1.33 -0.0008405 D131Z92P 0.434 -0.003396 D132Z88P 0.3925 -0.003951 D133Z84P 0.3504 -0.003679 D134Z79P 0.3034 -0.004369 D135Z72P 0.2456 -0.005481 D136Z62P 0.2023 -0.001854 D137Z93P 328.2 -0.002747 D138Z93P 0.4493 -0.003039 D139Z9P 1000 0.006656 D140Z13P 848.9 5.579e-005 D141Z26P 646.7 0.003148 D142Z31P 1000 -0.0004867 D143Z45P 991.2 0.005166 D144Z50P 885.6 -0.001349 D145Z68P 0.2135 0.003819 D146Z55P 0.1339 0.003037 D147Z75P 0.2688 -0.002409 D148Z81P 0.3216 0.0003778 D149Z86P 0.3657 -0.002755 D150Z90P 0.4058 -0.0005465 D151Z9P 1000 -0.006336 D152Z9P -0.002092 -0.006331 D153Z0P 0 0 D154Z19P 0.01461 0.008979 D155Z26P 646.7 -0.003708 D156Z26P 0.02222 -0.003672 D157Z13P 0.006067 0.001038 D158Z31P 0.0376 -0.0005016
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1.205 1.232 1.26 1.288 1.315 1.343 1.139 1.165 1.192 1.219 1.246 1.274 1.301 1.329 0.428 0.3871 0.3451 0.2969 0.2395 0.1986 328.2 1000 1000 646.7 1000 991.2 1000 1000 646.7 991.2 1.125 1.151 1.178 1.205 1.232 1.26 1.288 1.316 1.344
-0.0004331 0.0004117 -0.0060 1.3998 -0.1589 -0.0003167 0.0005035 -0.0059 1.4167 -0.1589 -0.0002018 0.0005621 -0.0059 1.4267 -0.1589 -8.706e-005 0.0005902 -0.0059 1.4329 -0.1589 2.67e-005 0.0005937 -0.0058 1.4230 -0.1588 0.0001395 0.0005943 -0.0058 1.4236 -0.1588 -0.0007236 -1.979e-005 -0.0025 1.3349 -0.1589 -0.0006078 0.0001933 -0.0069 1.3715 -0.1589 -0.0004905 0.0003471 -0.0058 1.3948 -0.1589 -0.0003746 0.0004574 -0.0060 1.4100 -0.1589 -0.0002593 0.0005326 -0.0059 1.4224 -0.1589 -0.0001444 0.000576 -0.0059 1.4294 -0.1589 -3.004e-005 0.0005909 -0.0059 1.4284 -0.1588 8.317e-005 0.0005938 -0.0058 1.4245 -0.1588 0.002122 0.01032 -0.0562 0.6786 -0.1255 0.001235 0.01146 0.0286 0.6197 -0.1280 0.001358 0.01264 -0.0520 0.5706 -0.1181 0.0008612 0.01379 0.0227 0.4959 -0.1182 -0.0007317 0.01491 -0.0638 0.4928 -0.1000 0.001398 0.01391 0.0043 0.3079 -0.0987 0.002524 0.009909 0.0000 0.0000 0.0000 0.003692 -75.78 0.0000 0.0000 0.0000 -6.248e-005 -85.39 0.0000 0.0000 0.0000 0.002405 -43.47 0.0000 0.0000 0.0000 0.000501 -104.2 0.0000 0.0000 0.0000 0.005323 -66.62 0.0000 0.0000 0.0000 0.001321 -82.18 0.0000 0.0000 0.0000 -0.00405 -75.78 0.0000 0.0000 0.0000 -0.001787 -43.47 0.0000 0.0000 0.0000 -0.003181 -66.62 0.0000 0.0000 0.0000 -0.000696 -8.195e-005 -0.0131 1.3288 0.1051 -0.0005942 0.0001621 -0.0065 1.3698 0.1051 -0.0004977 0.000345 -0.0065 1.4015 0.1051 -0.0003957 0.0004761 -0.0063 1.4163 0.1051 -0.000292 0.0005683 -0.0062 1.4321 0.1051 -0.0001877 0.0006274 -0.0062 1.4418 0.1051 -8.283e-005 0.000656 -0.0061 1.4467 0.1051 2.694e-005 0.0006639 -0.0059 1.4396 0.1051 0.0001389 0.0006649 -0.0058 1.4391 0.1051
17:07:07 03/17/10
0.8551 0.3496 0.8824 0.3497 0.9099 0.3498 0.9376 0.3499 0.9652 0.35 0.9928 0.3501 0.7886 0.3493 0.8148 0.3494 0.8416 0.3495 0.8687 0.3496 0.8961 0.3497 0.9237 0.3499 0.9515 0.35 0.979 0.3501 -1.012 1.442 -1.305 1.694 -1.623 1.969 -2.019 2.317 -2.521 2.76 -3.206 3.406 326.9 0.002524 993 3.526 993.3 -6.248e-005 640.9 2.535 994.5 0.000501 986.6 2.389 995.8 0.001321 993 -3.527 640.9 -2.535 986.6 -2.386 0.7746 -0.3507 0.8007 -0.3506 0.8276 -0.3505 0.8549 -0.3504 0.8824 -0.3503 0.9102 -0.3502 0.9382 -0.3501 0.9661 -0.35 0.994 -0.3499
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.64 87.88 83.79 78.61 72 62.41 93.34 -67.19 -72.05 -17.18 -72.84 -22.05 -31.83 -67.19 -17.18 -22.05 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "COMBO 3-1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D2Z0P -73.01 0.0 -56.73 0.0 -638.37 0.0 0.0 645.03 0.0 -1.33 0.0 0.3 0.0 -0.01 0.0 0.0 D29Z0P -107.34 0.0 89.55 0.0 972.19 0.0 0.0 982.19 0.0 1.92 0.0 0.9 0.0 -0.04 0.0 0.0 D153Z0P -105.62 0.0 -87.89 0.0 947.89 0.0 0.0 957.80 0.0 -1.87 0.0 0.7 0.0 0.00 0.0 0.0 D228Z0P -72.02 0.0 55.07 0.0 -613.60 0.0 0.0 620.26 0.0 1.28 0.0 0.1 0.0 0.02 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 3-1":
Helman O. Mozo
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Job
352 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -----------------------------------------------------------------------------------------------------D0Z93P 0.3282 0.0000 -0.9563 -0.3277 -0.0000 0.9563 0.4552 0.0000 -0.0073 D1Z93P 0.6961 0.0000 -1.9526 -0.6956 -0.0000 1.9526 0.4549 -0.0025 -0.0237 D2Z0P 1.1020 0.0000 -2.9973 71.9040 56.7315 641.3623 0.0000 0.0000 0.0000 D3Z9P 2.2647 0.0000 -6.1434 -2.2647 -1.1273 6.2192 -0.0001 -1000.0000 75.7885 D4Z13P 1.0643 0.0000 -3.1461 -1.0643 0.2106 3.1320 0.0035 210.5652 -14.1566 D5Z19P 6.5950 0.0000 -9.8227 -6.5949 0.0000 9.8227 0.0121 0.0062 0.0081 D6Z26P 1.2993 0.0000 -3.7345 -1.2992 -0.6467 3.7779 0.0252 -646.7016 43.4815 D7Z31P 1.3054 0.0000 -3.7345 -1.3054 0.2499 3.7176 0.0391 249.9407 -16.8068 D8Z26P 5.5962 0.0000 -6.6766 -5.5962 -0.0000 6.6766 0.0254 -0.0017 0.0111 D9Z13P 2.1872 0.0000 -4.6437 -2.1872 0.0000 4.6437 0.0060 0.0012 0.0060 D10Z31P 8.1910 0.0000 -8.5345 -8.1910 0.0000 8.5345 0.0396 0.0006 0.0124 D11Z36P 3.1720 0.0000 -6.7415 -3.1719 0.0000 6.7415 0.0561 0.0045 0.0134 D12Z45P 1.9913 0.0000 -5.1050 -1.9912 -0.0000 5.1050 0.0829 -0.0032 0.0152 D13Z45P 1.9913 0.0000 -5.1050 -1.9912 -0.9911 5.1717 0.0829 -991.1440 66.6416 D14Z50P 1.0589 0.0000 -2.5180 -1.0588 0.1685 2.5067 0.1102 168.5265 -11.3346 D15Z55P 2.9906 0.0000 -6.6717 -2.9904 0.0000 6.6717 0.1373 0.0051 0.0153 D16Z68P 6.5582 0.0000 -6.8162 -6.5580 -0.0000 6.8162 0.2194 -0.0082 -0.0267 D17Z68P 6.5582 0.0000 -6.8162 -6.5580 0.0000 6.8162 0.2176 0.0066 0.0148 D18Z55P 6.5993 0.0000 -7.1277 -6.5992 -0.0000 7.1277 0.1385 -0.0062 -0.0255 D19Z75P 1.6272 0.0000 -3.7979 -1.6269 -0.0000 3.7979 0.2744 -0.0025 -0.0271 D20Z75P 5.4480 0.0000 -4.2539 -5.4477 0.0000 4.2539 0.2755 0.0025 0.0142 D21Z81P 1.1696 0.0000 -2.8153 -1.1693 -0.0000 2.8153 0.3277 -0.0056 -0.0262 D22Z81P 1.1696 0.0000 -2.8153 -1.1693 0.0000 2.8154 0.3264 0.0046 0.0129 D23Z86P 0.8814 0.0000 -2.2294 -0.8810 0.0000 2.2295 0.3717 0.0025 0.0118 D24Z86P 0.8814 0.0000 -2.2294 -0.8810 -0.0000 2.2294 0.3711 -0.0026 -0.0257 D25Z90P 0.7560 0.0000 -2.0018 -0.7556 -0.0000 2.0018 0.4114 -0.0049 -0.0246 D26Z90P 0.7560 0.0000 -2.0018 -0.7556 0.0000 2.0019 0.4109 0.0042 0.0106 D27Z93P 0.6961 0.0000 -1.9526 -0.6956 0.0000 1.9526 0.4549 0.0023 0.0093 D28Z50P 1.0589 0.0000 -2.5180 -1.0588 0.0000 2.5180 0.1103 0.0015 0.0153 D29Z0P 1.1020 0.0000 -2.9973 106.2373 -89.5534 -969.1940 0.0000 0.0000 0.0000 D30Z9P 2.2647 0.0000 -6.1434 -2.2647 1.1273 6.0676 -0.0027 1000.0000 -75.7904 D31Z19P 2.3658 0.0000 -6.8806 -2.3658 -0.0000 6.8806 0.0148 -0.0092 -0.0121 D32Z26P 1.2993 0.0000 -3.7345 -1.2992 0.6467 3.6910 0.0232 646.7033 -43.4885 D33Z26P 1.2993 0.0000 -3.7345 -1.2992 0.0000 3.7344 0.0233 0.0031 -0.0174 D34Z13P 1.0643 0.0000 -3.1461 -1.0643 -0.0000 3.1461 0.0056 -0.0009 -0.0092 D35Z31P 1.3054 0.0000 -3.7345 -1.3054 -0.0000 3.7344 0.0392 -0.0005 -0.0194 D36Z36P 2.2365 0.0000 -6.3215 -2.2364 -0.0000 6.3214 0.0576 -0.0060 -0.0211 D37Z45P 1.9913 0.0000 -5.1050 -1.9912 0.0000 5.1050 0.0809 0.0052 -0.0246 D38Z45P 1.9913 0.0000 -5.1050 -1.9912 0.9911 5.0384 0.0809 991.1460 -66.6511 D39Z50P 1.0589 0.0000 -2.5180 -1.0588 -0.0000 2.5180 0.1103 -0.0014 -0.0252 D40Z113P 0.4601 0.0000 -1.0386 -0.4593 0.0000 1.0386 0.7656 0.0001 0.0149 D41Z113P 0.4601 0.0000 -1.0386 -0.4593 -0.0000 1.0385 0.7656 -0.0004 -0.0304 D42Z110P 0.4304 0.0000 -1.0386 -0.4297 0.0000 1.0386 0.7084 0.0005 0.0143 D43Z110P 0.4304 0.0000 -1.0386 -0.4297 -0.0000 1.0385 0.7084 -0.0007 -0.0297 D44Z107P 0.4209 0.0000 -1.1014 -0.4203 0.0000 1.1015 0.6530 0.0009 0.0136 D45Z107P 0.4209 0.0000 -1.1014 -0.4203 -0.0000 1.1014 0.6530 -0.0011 -0.0289 D46Z103P 0.3995 0.0000 -1.1014 -0.3989 0.0000 1.1015 0.5996 0.0013 0.0128 D47Z103P 0.3995 0.0000 -1.1014 -0.3989 -0.0000 1.1014 0.5996 -0.0015 -0.0279 D48Z100P 0.3696 0.0000 -1.0386 -0.3690 0.0000 1.0386 0.5485 0.0018 0.0118 D49Z100P 0.3696 0.0000 -1.0386 -0.3690 -0.0000 1.0385 0.5486 -0.0020 -0.0267
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
353 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.3311 0.3311 0.3291 0.6992 0.7675 1.9152 0.8507 0.8892 0.9007 0.3291 0.6992 0.7675 1.9152 0.8507 0.8892 0.9007 0.4444 0.6803 0.6803 0.4444 0.4682 0.4682 2.5401 2.5401 0.5063 0.5063 0.5209 0.5209 2.6783 2.6783 0.5591 0.5591 0.5012 0.5012 0.3087 0.3087 0.2141 0.2184 0.2184 0.2141 0.1150 0.1150 0.0869 0.1761 0.0892 0.1806 0.0915 2.3529 0.0938 0.1901 0.0962 0.1950 0.0987 0.2000
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-0.3306 -0.3306 -0.3286 -0.6987 -0.7669 -1.9145 -0.8500 -0.8885 -0.8999 -0.3286 -0.6987 -0.7669 -1.9145 -0.8500 -0.8885 -0.8999 -0.4436 -0.6795 -0.6795 -0.4436 -0.4673 -0.4673 -2.5392 -2.5392 -0.5054 -0.5054 -0.5200 -0.5200 -2.6773 -2.6773 -0.5581 -0.5581 -0.5002 -0.5002 -0.3076 -0.3076 -0.2130 -0.2173 -0.2173 -0.2130 -0.1137 -0.1137 -0.0858 -0.1749 -0.0880 -0.1794 -0.0903 -2.3517 -0.0926 -0.1888 -0.0950 -0.1937 -0.0975 -0.1987
17:07:07 03/17/10
0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
0.9563 0.9562 0.9563 1.9948 2.1400 3.7869 2.1400 2.0771 2.0129 0.9562 1.9948 2.1400 3.7869 2.1400 2.0771 2.0128 0.9743 1.5731 1.5731 0.9743 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4940 1.1261 1.1260 0.8441 0.8441 0.3968 0.3968 0.2811 0.2811 0.2811 0.2811 0.1239 0.1238 0.1157 0.2314 0.1157 0.2314 0.1157 1.4698 0.1157 0.2314 0.1157 0.2314 0.1157 0.2314
0.5006 0.5007 0.4776 0.5242 0.5737 0.6260 0.6804 0.7368 0.7945 0.4776 0.5240 0.5738 0.6259 0.6805 0.7367 0.7946 0.8292 0.8470 0.8469 0.8291 0.8745 0.8746 0.9028 0.9029 0.9314 0.9314 0.9604 0.9604 0.9899 0.9898 1.0194 1.0194 1.0491 1.0492 1.1119 1.1118 1.0696 1.0904 1.0905 1.0696 1.3579 1.3579 1.1246 1.1376 1.1507 1.1641 1.1776 1.1912 1.2049 1.2186 1.2324 1.2463 1.2602 1.2742
0.0022 -0.0024 0.0027 -0.0032 0.0019 -0.0020 0.0010 -0.0009 0.0001 -0.0029 0.0028 -0.0021 0.0016 -0.0013 0.0006 -0.0004 -0.0001 -0.0006 0.0004 -0.0001 -0.0001 0.0007 -0.0003 0.0004 -0.0002 0.0006 -0.0004 0.0004 -0.0004 0.0005 -0.0005 0.0004 0.0003 -0.0005 -0.0009 0.0006 0.0004 -0.0006 0.0002 -0.0006 0.0002 -0.0010 0.0006 -0.0007 0.0003 -0.0006 0.0002 -0.0005 -0.0000 -0.0004 -0.0002 -0.0003 -0.0004 -0.0001
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Helman O. Mozo
Page
Job
354 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.1013 2.4876 0.1039 0.2174 0.1136 0.3680 2.8324 2.9188 0.6812 4.7469 5.5811 2.2647 2.2647 0.1761 0.1806 2.3529 0.1901 0.1950 0.2000 2.4876 0.2174 0.3680 0.3890 0.4953 0.6812 0.9561 5.5811 0.3282 0.6961 2.2647 1.0643 1.2993 1.3054 1.9913 1.0589 6.5582 2.9906 1.6272 1.1696 0.8814 0.7560 2.2647 5.7598 1.1020 2.3658 1.2993 1.2993 1.0643 1.9822 2.2365 1.9913 1.9913 1.7970 0.4601
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
355 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
1.9913 1.0589 6.5582 2.9906 1.6272 1.1696 0.8814 0.7560 2.2647 6.9438 1.1020 5.3043 1.2993 4.2857 2.1872 5.7001 2.2365 1.9913 1.9913 1.0589 0.4601 0.4304 0.4209 0.3995 0.3696 0.3311 0.6992 1.9152 0.8892 0.3291 0.7675 0.8507 0.9007 0.4444 0.6803 0.4682 2.5401 0.5063 0.5209 2.6783 0.5591 0.5012 0.3087 0.2141 0.2184 0.1150 0.0869 0.0892 0.0915 0.0938 0.0962 0.0987 0.1013 0.1039
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17:07:07 03/17/10
5.0384 2.5067 6.8162 6.6717 3.7979 2.8154 2.2295 2.0019 6.2192 9.0855 616.5951 9.2343 3.7779 6.0881 4.6437 6.6766 6.3215 5.1050 5.1717 2.5180 1.0386 1.0386 1.1015 1.1015 1.0386 0.9563 1.9948 3.7869 2.0771 0.9563 2.1400 2.1400 2.0129 0.9743 1.5731 1.1750 2.5205 1.1525 1.1393 2.4941 1.1261 0.8441 0.3968 0.2811 0.2811 0.1239 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157
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Helman O. Mozo
Page
Job
357 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.1136 0.1761 0.1806 2.3529 0.1901 0.1950 0.2000 2.4876 0.2174 0.3680 2.8324 2.9188 0.6812 0.9561 5.5811 0.3282 2.2647 1.0643 1.2993 1.3054 1.9913 1.0589 2.2647 1.2993 1.9913 0.0869 0.0892 0.0915 0.0938 0.0962 0.0987 0.1013 0.1039 0.1136
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-0.1123 -0.1749 -0.1794 -2.3517 -0.1888 -0.1937 -0.1987 -2.4863 -0.2161 -0.3676 -2.8320 -2.9184 -0.6809 -0.9558 -5.5809 -0.0000 -1.1375 0.2058 -0.6525 0.2441 -1.0001 0.1638 -1.1375 -0.6525 -1.0001 -0.0858 -0.0880 -0.0903 -0.0926 -0.0950 -0.0975 -0.1000 -0.1026 -0.1123
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0.1239 0.2314 0.2314 1.4698 0.2314 0.2314 0.2314 1.4698 0.2396 0.9964 1.4615 1.6800 1.5914 2.2065 4.6097 0.9563 6.0676 3.0607 3.6910 3.6303 5.0384 2.4358 6.0676 3.6910 5.0384 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ---------------------------------------------------------------------D127P 108.63 -4409.45 -562.33 1337.94 1528.49 -1790.29 563.15 D128P 108.62 -1337.93 -1528.48 -1980.76 3208.57 -1625.84 823.08 D129P 108.62 38.07 -884.04 2570.59 -1258.14 1300.62 -1068.05 D130P 108.61 -679.67 -339.37 -955.40 3066.03 -664.16 1107.57 D131P 108.60 351.18 -2.37 1437.02 -2070.14 549.14 -636.45 D132P 108.60 -620.93 -1431.90 1523.23 8358.12 222.85 1710.62 D133P 108.60 -1523.22 -8358.12 -2574.65 -10209.72 -734.44 -3327.80 D134P 108.59 874.26 -803.30 1688.31 -7378.31 517.46 -1652.10 D135P 108.59 874.26 803.30 2670.12 -411.04 610.46 67.56 D136P 108.59 -2670.12 411.04 -2248.84 1376.85 -593.20 215.61 D137P 108.59 2248.84 -1376.84 430.39 57.87 533.44 -262.61 D138P 108.58 -430.39 -57.87 2476.73 -1018.75 404.60 -212.87 D139P 108.58 -2476.73 1018.75 -2276.67 2497.83 -626.76 463.68
1.3428 1.1386 1.1648 1.1916 1.2187 1.2461 1.2737 1.3015 1.3290 0.4280 0.3871 0.3451 0.2969 0.2395 0.1986 328.1834 1000.0000 1000.0000 646.7241 1000.0000 991.2209 1000.0000 1000.0000 646.7251 991.2238 1.1246 1.1507 1.1776 1.2049 1.2324 1.2602 1.2882 1.3161 1.3440
0.0001 0.0006 -0.0007 -0.0000 -0.0006 0.0002 -0.0005 0.0003 -0.0004 0.0005 -0.0003 0.0005 -0.0001 0.0006 -0.0000 0.0006 0.0001 0.0006 0.0021 0.0103 0.0012 0.0115 0.0014 0.0126 0.0009 0.0138 -0.0007 0.0149 0.0014 0.0139 0.0025 0.0099 0.0037 -75.7844 -0.0001 -85.3863 0.0024 -43.4668 0.0005 -104.1624 0.0053 -66.6201 0.0013 -82.1805 -0.0041 -75.7842 -0.0018 -43.4666 -0.0032 -66.6201 -0.0007 -0.0001 -0.0006 0.0002 -0.0005 0.0003 -0.0004 0.0005 -0.0003 0.0006 -0.0002 0.0006 -0.0001 0.0007 0.0000 0.0007 0.0001 0.0007
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
108.58 108.58 108.58 54.92 585.35 54.91 54.92 54.93 54.94 -44.41 -44.43 39.23 -0.06 -0.03 585.34 108.59 108.60 108.61 108.61 108.62 54.92 54.93 54.93 54.93 54.94 54.94 54.95 54.95 -44.42 -44.42 -44.42 -44.41 -44.41 39.24 39.24 -0.05 -0.05 -0.04 -0.03 -0.02 -0.01 -0.01 -0.06 -0.05 -0.04 -0.04 -0.03 -0.02 -0.02 -0.01 -0.00 -77.36 -77.35 -77.35
2276.67 28.27 -2439.82 -2620.60 798.71 2714.84 3316.78 2761.85 1898.64 -370.23 -114.68 292.25 308.54 -0.30 798.72 -1688.31 -1437.01 955.40 -2570.58 1980.77 -4300.60 3404.04 -2463.17 -3054.63 2566.45 -1985.04 -1829.49 1595.53 633.97 -612.23 520.13 -74.79 575.39 -239.37 209.60 -78.16 19.77 -4.76 1.35 0.21 0.20 0.11 115.19 -29.20 7.51 -1.70 0.53 -0.04 0.21 0.16 0.06 -4824.42 -1724.01 989.25
-2497.83 558.62 377.18 39.04 1620.22 -3521.08 -1087.45 -1258.51 -901.48 -230.16 -279.74 521.88 -657.51 -72.22 -1620.21 7378.32 2070.15 -3066.02 1258.15 -3208.56 -1321.28 -1762.54 -979.76 -726.50 -1102.85 -718.60 -703.46 -380.04 -428.05 -897.42 -946.63 -236.07 -162.06 -177.30 457.70 -328.82 -231.43 35.61 -107.92 -25.14 216.75 24.94 -168.10 -258.28 -238.11 -187.97 -91.35 -53.78 -78.42 -66.14 -1.88 599.98 1813.00 -94.08
-28.27 2439.82 -1966.92 -3316.78 6078.62 2620.60 4300.60 3054.63 1829.49 -520.13 2728.50 239.36 -115.19 0.04 -855.32 -2574.66 620.93 -351.17 679.67 -38.06 -3404.04 2463.17 -2761.85 -2566.45 1985.04 -1898.64 -1595.53 1936.24 114.68 -633.97 612.23 370.23 74.79 -209.61 683.08 29.20 -7.51 1.70 -0.53 -0.21 -0.16 -0.06 78.16 -19.77 4.76 -1.35 0.30 -0.21 -0.20 -0.11 0.00 1724.01 -1629.05 3473.07
-558.62 -377.18 747.58 1087.43 -2141.84 -39.06 1321.26 726.48 703.44 946.65 5867.99 177.31 168.08 53.76 1790.49 10209.73 1431.90 2.37 339.37 884.05 1762.52 979.75 1258.49 1102.83 718.59 901.46 380.02 726.62 279.76 428.07 897.44 230.18 236.09 -457.69 -243.60 258.26 238.08 187.94 91.33 78.39 66.11 1.86 328.79 231.41 -35.63 107.89 72.20 25.12 -216.77 -24.97 -0.03 -1813.01 -3786.81 574.18
17:07:07 03/17/10
414.89 -563.99 517.27 38.03 -510.70 130.35 -3576.73 678.60 6498.96 -492.92 3204.46 -2138.22 4588.79 140.85 3503.90 -320.50 2245.86 -119.30 -626.70 504.32 1839.79 3933.41 528.34 694.90 348.73 -882.74 -0.46 -33.30 -26.74 80.46 -596.43 2460.72 -241.13 1034.76 220.48 -1117.90 -896.72 757.59 1122.26 -1342.82 -4641.35 265.81 3534.46 -471.56 -3147.60 167.91 -3386.19 226.71 2741.86 -231.48 -2339.57 110.16 -2063.27 -194.84 2127.58 208.78 526.95 -104.38 -877.16 -330.36 797.04 -34.62 207.95 -4.14 457.64 52.11 -446.23 -631.08 887.20 212.78 -88.32 -127.26 22.12 12.00 -5.51 403.19 1.49 -29.92 0.01 96.04 0.08 510.17 0.10 48.34 348.73 289.83 -88.32 -48.47 22.12 -493.72 -5.51 -144.42 1.49 -34.55 -0.46 -51.70 0.01 -532.40 0.08 -164.32 0.10 -3.44 -1807.14 -707.04 -1642.67 -966.98 2224.81 239.37
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P -77.34 440.57 D312P -77.34 147.42 D313P -77.34 -653.23 D314P -77.33 -1930.45 D315P -77.33 974.09 D316P -77.33 974.09 D317P -77.33 -2725.80 D318P -77.33 2291.63 D319P -77.33 -437.98 D320P -77.33 -2461.86 D321P -77.33 2258.02 D322P -77.32 60.55 D323P -77.32 -2327.93 D324P -20.22 2661.57 D325P -216.47 352.52 D326P -20.22 -2983.86 D327P -20.22 -3300.17 D328P -20.23 -2755.87 D329P -20.24 -1849.01 D330P -0.64 -467.57 D331P -0.64 -2195.78 D332P 2.17 373.04 D333P 0.03 -385.43 D334P 0.01 -74.63 D335P -216.47 352.54 D336P -77.33 -1994.34 D337P -77.34 -1155.94 D338P -77.34 343.60 D339P -77.35 -3473.06 D340P -77.35 1629.06 D341P -20.23 4292.83 D342P -20.23 -3406.74 D343P -20.23 2465.55 D344P -20.23 3064.22 D345P -20.23 -2576.86 D346P -20.24 1954.63 D347P -20.24 1959.16 D348P -20.24 -1779.09 D349P -0.64 958.13 D350P -0.64 -647.98 D351P -0.64 535.27 D352P -0.65 429.66 D353P -0.65 -251.31 D354P 2.16 -307.83 D355P 2.16 187.69 D356P 0.02 -280.56 D357P 0.02 -212.31 D358P 0.02 -153.68 D359P 0.02 -109.77 D360P 0.01 -42.58 D361P 0.01 -16.75 D362P 0.00 -4.00 D363P 0.03 396.07 D364P 0.02 241.32
-870.70 250.45 1417.04 8809.58 923.43 -923.43 -302.22 1287.42 74.65 -975.55 2492.43 -622.61 -404.65 96.32 -2530.89 -3838.91 -1070.61 -1258.15 -913.95 158.70 -1044.76 17.51 -366.53 -78.45 2530.88 -7674.45 -2474.79 3863.43 -574.19 3786.81 -1353.99 -1756.96 -958.64 -734.40 -1094.12 -698.16 -738.12 -477.64 -375.83 -679.90 -1200.80 -931.01 276.27 -54.50 -468.68 -318.13 -253.80 -95.36 -141.20 -64.10 65.28 -25.28 -318.54 -261.57
-343.59 -3863.44 39.39 1155.95 2474.78 400.25 1930.45 -8809.58 315.45 -3045.06 10663.37 -891.73 1994.34 7674.44 599.41 2725.81 302.22 637.25 -2291.62 -1287.42 -605.08 437.98 -74.65 543.47 2461.86 975.55 400.16 -2258.02 -2492.43 -622.34 -60.54 622.61 405.49 2327.93 404.65 500.58 -1840.56 -803.52 -483.09 3300.17 1070.60 3591.42 6111.68 731.76 6108.56 -2661.58 -96.34 -3390.65 -4292.83 1353.97 -4574.10 -3064.22 734.39 -3506.07 -1959.16 738.11 -2294.08 -535.27 1200.82 -705.87 -3782.01 4861.23 -4207.60 307.82 54.49 676.67 -396.07 318.52 -1409.52 -58.13 44.23 -239.45 -1339.10 -662.43 -466.14 -3045.07 -10663.37 -705.06 653.23 -1417.05 -148.54 -147.41 -250.45 71.59 -440.57 870.70 -1855.96 -989.24 94.07 369.61 3406.74 1756.95 4638.29 -2465.55 958.62 -3537.52 2755.87 1258.13 3145.43 2576.86 1094.10 3398.24 -1954.63 698.14 -2729.81 1849.01 913.93 2291.35 1779.09 477.62 2251.96 -1439.46 -454.33 -1938.88 2195.78 1044.78 2219.95 -958.13 375.85 -1130.50 647.98 679.92 832.86 467.57 -158.68 631.54 -429.66 931.03 -479.31 -187.71 468.67 -492.50 531.70 -13.21 714.97 -241.32 261.55 -941.26 -181.21 149.53 -709.75 -129.06 92.58 -509.95 -91.68 83.46 -363.34 -28.18 -28.34 -127.62 -7.49 -48.47 -43.72 -1.87 -18.51 -10.59 280.56 318.11 1220.37 212.31 253.78 818.16
17:07:07 03/17/10
-1923.01 836.89 -1825.79 3490.01 1736.16 -106.99 -191.70 241.46 207.64 -457.27 574.80 -45.68 -140.02 702.97 -1700.15 -2363.52 170.70 -315.52 -105.93 956.93 2686.30 71.56 -86.58 -61.73 882.83 -2565.62 -1149.93 1318.34 140.61 2241.89 242.75 -480.93 180.42 216.69 -238.54 129.98 -156.93 -561.43 470.86 -214.01 -366.64 -767.00 849.78 411.62 -478.93 -102.06 -188.07 -5.01 -104.13 -166.73 30.33 -78.98 -0.79 -14.05
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P 0.02 181.21 D366P 0.02 129.06 D367P 0.01 91.68 D368P 0.01 58.13 D369P 0.01 28.18 D370P 0.00 7.49 D371P 0.00 1.87 D489P -95.87 4249.60 D490P -95.86 1609.37 D491P -95.86 -1075.42 D492P -95.85 -730.92 D493P -95.85 -263.65 D494P -95.84 167.39 D495P -95.84 2864.15 D496P -95.83 -756.00 D497P -95.83 -756.00 D498P -95.83 1849.81 D499P -95.83 -1415.58 D500P -95.83 449.10 D501P -95.83 1287.17 D502P -95.83 -833.16 D503P -95.83 -387.93 D504P -95.83 1467.63 D505P -57.40 -2484.15 D506P -527.99 -544.44 D507P -57.40 2715.62 D508P -57.40 2830.47 D509P -57.41 2292.21 D510P -57.42 1543.41 D511P 49.29 -311.55 D512P 49.30 -109.45 D513P -27.48 -130.94 D514P 0.05 146.13 D515P 0.02 -0.14 D516P -527.98 -544.45 D517P -95.84 2502.10 D518P -95.84 897.23 D519P -95.85 485.69 D520P -95.85 2894.30 D521P -95.86 -811.17 D522P -57.41 -3485.14 D523P -57.41 2812.40 D524P -57.41 -2108.30 D525P -57.42 -2474.95 D526P -57.42 2094.86 D527P -57.42 -1649.75 D528P -57.43 -1459.38 D529P -57.43 1298.52 D530P 49.30 543.91 D531P 49.30 -518.44 D532P 49.29 447.15 D533P 49.29 -56.30 D534P 49.29 430.53 D535P -27.48 161.06
-149.55 -92.60 -83.48 -44.25 28.31 48.44 18.48 401.87 1703.22 -64.77 -862.76 236.60 1436.42 8798.83 918.19 -918.19 -317.56 1328.56 110.87 -1114.62 2602.11 -686.26 -394.71 -218.44 -1654.00 -3294.24 -388.34 -512.59 -373.54 -316.80 -704.53 -479.67 -390.63 -46.95 1653.98 -7680.22 -2430.23 3800.44 -505.48 3782.11 -2539.44 -846.40 -1579.91 -1592.83 -355.72 -1269.53 -1295.64 128.56 -250.87 -1004.51 -825.78 -147.34 -245.33 167.06
153.68 95.33 604.00 109.77 141.17 430.77 74.63 78.43 299.96 42.58 64.08 181.63 16.75 -65.31 81.04 4.00 25.26 20.73 0.00 -0.02 3.37 -1609.38 -1703.23 1538.91 811.16 -3782.12 1185.83 -2894.30 505.48 -1979.22 -485.70 -3800.44 -494.19 -897.24 2430.22 -356.50 -2864.15 -8798.83 -666.04 3738.37 10680.33 1183.33 -2502.10 7680.21 -657.90 -1849.82 317.56 -448.81 1415.58 -1328.56 393.79 -449.11 -110.87 -371.26 -1287.17 1114.62 -165.70 833.16 -2602.11 279.58 387.93 686.26 -82.16 -1467.63 394.71 -388.89 992.60 -815.34 285.12 -2830.47 388.33 -3201.58 -4968.22 1964.58 -5209.37 2484.15 218.42 3122.98 3485.14 2539.42 3804.58 2474.95 1592.81 2871.79 1459.38 1295.62 1808.91 -447.15 825.80 -534.02 2075.02 4951.12 1383.51 -161.04 -167.08 -290.19 -53.91 261.27 166.33 -0.00 77.47 -0.25 761.50 -1587.23 102.55 3738.37 -10680.34 873.10 -167.40 -1436.42 215.64 263.64 -236.61 273.42 730.92 862.75 1719.18 1075.41 64.77 152.65 -2812.40 846.39 -3793.70 2108.30 1579.89 2964.28 -2292.21 512.57 -2650.91 -2094.86 355.70 -2752.90 1649.75 1269.51 2255.79 -1543.41 373.53 -1923.59 -1298.52 -128.57 -1661.39 1720.57 643.63 1818.73 109.45 704.55 459.88 -543.91 250.89 -747.76 518.44 1004.53 679.65 311.55 316.82 179.66 56.30 147.36 342.67 97.42 466.01 256.89
17:07:07 03/17/10
-97.79 87.60 -9.12 35.75 -66.72 132.93 33.29 -758.52 -1018.46 219.72 -1894.20 818.95 -1818.35 3491.13 1736.27 -103.45 -198.51 242.44 242.30 -490.07 606.79 -61.10 -140.23 102.35 293.50 -1847.34 1295.83 650.74 555.47 358.27 2989.05 -642.77 -233.33 55.06 31.54 -2568.80 -1142.48 1300.41 169.43 2222.25 -1019.91 441.86 -642.97 -745.26 550.48 -539.76 -857.96 465.17 319.33 -530.45 125.82 119.29 -68.95 629.19
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-27.49 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.04 0.03 0.02 0.02 0.01 0.01 0.00 78.76 78.76 78.75 78.75 78.74 78.74 78.74 78.73 78.73 78.73 78.73 78.73 78.73 78.73 78.73 78.73 45.09 265.61 45.09 45.09 45.10 45.11 3.59 3.58 1.58 -0.03 -0.01 265.60 78.74 78.74 78.75 78.75 78.75 45.10 45.10 45.10 45.10
-97.41 -466.03 -379.53 170.67 -474.01 -293.54 -38.32 -271.70 14.34 304.00 -43.25 58.26 9.64 -187.35 -3.72 282.14 10.68 170.97 -2.20 72.85 0.73 217.75 -2.65 524.13 0.73 -79.66 -0.30 118.13 0.78 69.37 0.14 -2.96 -0.18 99.10 -0.06 173.41 0.21 230.34 -0.17 72.59 0.07 546.38 0.13 29.90 -0.07 5.13 0.12 63.18 53.91 -261.29 38.32 271.68 166.33 18.74 -14.34 -304.03 -9.64 187.32 -43.25 -210.49 3.72 -282.17 2.20 -72.88 10.68 -640.36 -0.73 -217.77 -0.73 79.64 -2.65 -249.14 0.30 -118.15 0.14 46.92 0.79 -128.47 0.00 -77.50 -0.14 2.93 -0.25 -134.48 0.18 -99.13 -0.21 -230.37 -0.06 -594.29 0.17 -72.62 -0.13 -29.93 0.07 -184.96 0.07 -5.15 -0.00 -0.02 0.12 -9.34 3536.79 -352.00 -1357.83 1796.04 1270.05 841.69 1357.82 -1796.03 513.94 4044.68 916.98 1101.62 -963.64 44.95 -2791.23 -766.91 -1872.09 -359.95 -931.46 1042.86 -171.36 3715.29 -447.97 1932.77 322.61 -861.40 -2553.58 -961.84 -685.11 -559.90 -3249.66 2000.71 -4356.87 10346.34 -1878.64 3049.45 4356.87 -10346.34 3785.39 -10706.80 1459.29 -3773.22 -706.74 -849.63 -2383.28 -7546.71 -623.96 -1695.46 -706.74 849.63 -1787.96 -431.67 -429.67 71.99 1787.95 431.68 1351.86 1448.19 378.65 226.70 -1351.86 -1448.19 -442.58 94.06 -357.28 -269.61 442.57 -94.06 -1271.14 -1190.47 -163.82 -253.97 1271.14 1190.47 851.65 2594.61 279.90 499.08 -851.65 -2594.61 339.01 -590.05 -94.59 -587.65 -339.02 590.05 -1599.08 -346.56 -406.19 51.03 1599.08 346.56 1144.94 729.74 318.01 124.73 2412.97 -268.61 2857.91 416.29 3175.23 88.97 -243.95 2482.69 -6267.92 -887.97 -6153.61 1506.98 -2247.83 -2753.96 -2412.97 268.59 -2799.28 -1492.71 -2857.91 -416.31 -3501.44 2554.26 -3830.94 1287.92 -2293.28 -520.15 -2480.92 1602.03 -2876.03 651.73 -1506.93 -363.88 -1561.16 1258.30 -1848.25 538.81 -393.35 235.71 -460.29 1325.71 -600.86 1099.04 -1971.12 -968.67 -3776.72 5087.48 -4045.74 2899.11 -467.58 -12.76 -324.14 -58.65 -786.86 -70.98 -521.56 -535.99 -385.34 385.00 -1635.69 -272.34 -58.01 -78.33 -42.51 44.14 -181.30 -61.67 -243.97 -2482.68 1071.18 741.11 390.85 -822.88 2383.28 7546.71 3785.40 10706.80 863.05 2553.82 2553.57 961.85 3249.66 -2000.70 1714.69 -306.95 171.35 -3715.29 -322.61 861.41 -55.19 -1041.35 2791.22 766.92 931.45 -1042.86 1765.40 -130.86 -513.95 -4044.68 963.63 -44.94 259.77 -2362.48 3501.44 -2554.27 2808.31 839.14 3801.05 -1033.21 -2808.31 -839.16 -2100.19 1573.29 -2956.93 442.25 2100.19 -1573.30 2293.28 520.13 2646.67 -634.44 2480.92 -1602.04 2106.29 361.48 2763.38 -747.32
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
362 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
45.10 -2106.29 45.11 1620.92 45.11 1561.16 45.11 -1451.31 3.58 841.89 3.58 -551.06 3.59 460.29 3.59 379.70 3.59 -321.89 1.58 324.16 1.59 -216.89 -0.03 -255.21 -0.03 -181.66 -0.02 -129.55 -0.02 -90.99 -0.01 -28.03 -0.01 -7.80 -0.00 -0.69 -0.03 385.34 -0.03 210.76 -0.02 152.61 -0.02 108.96 -0.02 74.02 -0.01 42.51 -0.01 15.03 -0.01 2.74 -0.00 -0.17
-361.50 -1620.92 -1276.79 1506.93 -1258.32 1451.31 -100.86 -1313.21 -506.25 1971.12 -566.73 -841.89 -1325.69 551.06 -934.26 393.35 339.38 -379.70 58.67 216.91 458.08 -747.79 -281.61 -210.76 -262.45 -152.62 -93.27 -108.96 -141.78 -74.02 -64.04 -15.03 65.28 -2.74 -25.35 0.17 -385.02 255.21 -247.64 181.66 -152.84 129.55 -91.85 90.99 -83.72 58.01 -44.16 28.03 28.35 7.80 48.41 0.69 18.45 -0.00
1276.78 -2245.31 363.86 1884.25 100.84 1814.74 -201.69 -1665.37 968.69 1980.00 506.27 -980.45 566.75 711.86 -235.69 544.13 934.28 -493.83 -458.07 537.74 -10.07 -958.75 247.61 -840.41 152.81 -602.89 91.83 -430.18 83.69 -297.62 -28.37 -77.66 -48.43 -19.00 -18.47 -0.93 281.59 1155.29 262.43 707.76 93.25 508.92 141.75 360.64 78.31 238.13 64.02 127.23 -65.31 41.17 25.33 6.19 -0.03 -0.31
17:07:07 03/17/10
551.37 -549.96 -697.27 -182.26 325.50 -42.56 -534.20 -823.50 896.50 -396.95 445.27 -61.32 -197.75 -2.61 -104.77 -166.68 30.39 -79.04 -186.55 26.68 -107.47 90.01 -9.75 35.80 -66.67 132.99 33.23
Helman O. Mozo
Page
Job
363 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 14 "COMBO 4-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 4-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ---------------------------------------------------------------------------------------------D0Z93P 0.4555 0 -0.005471 0.0000 0.0000 0.0000 0.4555 -1.325 93.33 D1Z93P 0.4552 -0.002439 -0.02194 -0.0035 0.7597 0.1493 1.78 -1.327 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.0005111 -1000 75.79 0.0000 0.0000 0.0000 -3.523 -1007 84.38 D4Z13P 0.00343 157.9 -10.62 0.0000 0.0000 0.0000 0.00343 151.2 2.723 D5Z19P 0.01243 0.006602 0.008588 0.0139 0.0687 0.0238 -6.328 -6.334 18.74 D6Z26P 0.02506 -646.7 43.48 0.0000 0.0000 0.0000 -2.508 -652.5 69.77 D7Z31P 0.03912 187.5 -12.61 0.0000 0.0000 0.0000 0.03912 182 18.71 D8Z26P 0.02527 -0.001917 0.01195 0.0347 0.1358 0.0297 -5.808 -5.835 26.3 D9Z13P 0.005945 0.001191 0.006412 -0.0876 0.0810 0.0213 -6.697 -6.702 13.35 D10Z31P 0.03963 0.0005924 0.01328 -0.0614 0.1881 0.0406 -5.455 -5.494 31.33 D11Z36P 0.05629 0.004727 0.01441 0.0107 0.1796 0.0441 -5.102 -5.153 36.33 D12Z45P 0.08276 -0.003406 0.01644 0.0171 0.2433 0.0523 -4.52 -4.607 44.59 D13Z45P 0.08273 -991.1 66.64 0.0000 0.0000 0.0000 -2.3 -995.7 111.2 D14Z50P 0.1103 126.4 -8.501 0.0000 0.0000 0.0000 0.1103 122.2 41.85 D15Z55P 0.1375 0.005217 0.01658 0.0070 0.4639 0.0550 -3.746 -3.878 55.3 D16Z68P 0.2194 -0.008005 -0.0252 0.0121 0.2404 0.1307 3.251 -3.039 67.93 D17Z68P 0.218 0.006795 0.01634 -0.0372 0.3116 0.0880 -2.813 -3.025 67.97 D18Z55P 0.1385 -0.006077 -0.02428 -0.0133 0.4588 0.0871 4.022 -3.889 55.26 D19Z75P 0.2747 -0.002496 -0.02547 -0.0176 0.5163 0.1261 2.809 -2.536 75.33 D20Z75P 0.2757 0.002508 0.01578 0.0420 0.4263 0.0866 -2.258 -2.531 75.37 D21Z81P 0.3279 -0.005464 -0.02452 -0.0250 0.5241 0.1379 2.46 -2.138 81.3 D22Z81P 0.3268 0.004755 0.01459 0.0083 0.5602 0.0892 -1.806 -2.128 81.34 D23Z86P 0.372 0.002506 0.01355 0.0033 0.5886 0.0948 -1.455 -1.824 85.89 D24Z86P 0.3714 -0.002552 -0.02396 -0.0034 0.5993 0.1441 2.198 -1.829 85.85 D25Z90P 0.4117 -0.004801 -0.02289 -0.0170 0.6380 0.1485 1.988 -1.581 89.57 D26Z90P 0.4112 0.004333 0.01236 0.0163 0.6191 0.0977 -1.165 -1.572 89.61 D27Z93P 0.4553 0.002336 0.01113 0.0004 0.7625 0.0950 -0.8697 -1.323 93.35 D28Z50P 0.1105 0.001467 0.01655 -0.0658 0.2671 0.0654 -4.104 -4.213 50.37 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.002442 1000 -75.79 0.0000 0.0000 0.0000 3.52 993 -67.2 D31Z19P 0.01444 -0.008831 -0.01159 -0.0156 0.0647 0.0349 6.355 -6.349 18.72 D32Z26P 0.02341 646.7 -43.49 0.0000 0.0000 0.0000 2.556 640.9 -17.2 D33Z26P 0.02346 0.002956 -0.01663 -0.0481 0.1252 0.0448 5.856 -5.83 26.27 D34Z13P 0.005634 -0.0009682 -0.008837 0.1209 0.1144 0.0291 6.709 -6.704 13.33 D35Z31P 0.0392 -0.0004836 -0.01857 0.0815 0.2171 0.0582 5.534 -5.495 31.3 D36Z36P 0.05743 -0.005785 -0.02019 -0.0164 0.1789 0.0649 5.216 -5.164 36.3 D37Z45P 0.08124 0.004915 -0.02345 -0.0225 0.2400 0.0781 4.684 -4.598 44.55 D38Z45P 0.08121 991.1 -66.65 0.0000 0.0000 0.0000 2.464 986.5 -22.07 D39Z50P 0.1104 -0.001429 -0.02394 0.0838 0.2909 0.0943 4.325 -4.216 50.33 D40Z113P 0.766 0.0001554 0.01685 0.0098 1.0004 0.1123 -0.559 -1.325 113.3 D41Z113P 0.766 -0.0003524 -0.0285 -0.0093 0.9981 0.1708 2.091 -1.325 113.2 D42Z110P 0.7088 0.0006077 0.01626 0.0065 0.9721 0.1094 -0.6162 -1.324 110 D43Z110P 0.7088 -0.0007026 -0.02781 -0.0065 0.9723 0.1672 2.034 -1.326 109.9 D44Z107P 0.6534 0.000972 0.01554 0.0137 0.9406 0.1065 -0.6716 -1.324 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
364 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.6534 -0.001097 0.6 0.001384 0.6 -0.001508 0.5489 0.00186 0.549 -0.002003 0.501 0.002269 0.501 -0.002418 0.478 0.002722 0.5246 -0.003143 0.5741 0.001933 0.6264 -0.001918 0.6808 0.001061 0.7372 -0.000869 0.795 0.0001747 0.478 -0.002841 0.5244 0.00285 0.5741 -0.002094 0.6264 0.001699 0.6809 -0.001215 0.7372 0.000693 0.7951 -0.0003079 0.8297 -7.712e-005 0.8475 -0.0005073 0.8473 0.0004658 0.8296 -5.406e-005 0.875 -4.146e-005 0.875 0.0007034 0.9033 -0.0001927 0.9034 0.0004937 0.9319 -0.00018 0.9319 0.0006075 0.9609 -0.0003377 0.9609 0.000488 0.9904 -0.000327 0.9904 0.000566 1.02 -0.0004543 1.02 0.0004589 1.05 0.0003348 1.05 -0.0004312 1.112 -0.0008361 1.112 0.0006473 1.07 0.0004237 1.091 -0.0005027 1.091 0.0003125 1.07 -0.00056 1.359 0.0002691 1.359 -0.0009652 1.125 0.0006479 1.138 -0.0006439 1.151 0.0003669 1.165 -0.0005338 1.178 0.0002149 1.192 -0.0004187 1.205 2.948e-005
-0.02698 0.01468 -0.02599 0.01367 -0.02482 0.01249 -0.02348 0.01186 -0.02419 0.01422 -0.02652 0.01594 -0.02819 0.01711 -0.02276 0.01312 -0.02545 0.01515 -0.02743 0.01658 -0.02881 -0.02207 0.006903 -0.01875 0.01032 0.007152 -0.01905 0.007402 -0.01929 0.007588 -0.01953 0.007775 -0.01971 0.007908 -0.01989 0.008044 -0.02002 -0.02015 0.00814 0.001795 -0.01385 -0.01808 0.003943 -0.01597 0.006074 0.002699 -0.01488 -0.01402 0.002074 -0.01429 0.002291 -0.0145 0.002447 -0.01465
-0.0153 0.0028 -0.0013 0.0203 -0.0235 -0.0058 0.0101 0.0031 -0.0074 0.0066 -0.0065 0.0044 -0.0051 0.0067 -0.0022 0.0069 -0.0066 0.0065 -0.0048 0.0076 -0.0158 -0.0756 0.0226 -0.0497 0.0582 -0.0170 0.0113 0.0080 0.0002 0.0015 -0.0003 0.0035 0.0017 0.0021 -0.0015 0.0024 0.0080 -0.0028 0.0010 -0.0028 -0.0188 -0.0238 0.0293 -0.0340 0.0172 -0.0059 0.0095 0.0135 -0.0032 0.0081 -0.0044 0.0095 -0.0048 0.0092
17:07:07 03/17/10
0.9396 0.9019 0.9029 0.8584 0.8558 0.7985 0.8025 0.7916 0.8261 0.8817 0.9220 0.9564 0.9877 0.9997 0.7930 0.8263 0.8817 0.9220 0.9568 0.9876 1.0082 1.0141 1.0714 1.0759 1.0058 1.1340 1.1389 1.1491 1.1464 1.1600 1.1600 1.1795 1.1789 1.1906 1.1910 1.1979 1.1958 1.1998 1.2040 1.2974 1.3046 1.2104 1.2247 1.2266 1.1918 1.4388 1.4393 1.3331 1.3521 1.3703 1.3877 1.4032 1.4104 1.4154
0.1636 1.978 0.1036 -0.725 0.1601 1.925 0.1008 -0.7761 0.1565 1.874 0.0979 -0.824 0.1529 1.826 0.0964 -0.847 0.1547 1.85 0.1022 -0.7509 0.1618 1.951 0.1080 -0.6442 0.1690 2.062 0.1138 -0.53 0.1511 1.803 0.0993 -0.8006 0.1583 1.899 0.1051 -0.6986 0.1654 2.006 0.1109 -0.5878 0.1726 2.12 0.1842 1.731 0.1127 0.1575 0.1894 1.537 0.1132 -0.07208 0.1128 0.185 0.1878 1.565 0.1129 0.2133 0.1862 1.593 0.1130 0.2419 0.1846 1.622 0.1132 0.2709 0.1830 1.651 0.1133 0.3004 0.1814 1.68 0.1134 0.3299 0.1798 1.71 0.1782 1.74 0.1136 0.3598 0.1042 0.7624 0.1908 1.462 0.1834 1.647 0.1086 0.6276 0.1892 1.554 0.1134 0.4934 0.1042 1.009 0.1908 1.709 0.1908 1.475 0.1042 0.7881 0.1908 1.501 0.1042 0.8146 0.1908 1.528 0.1042 0.8417 0.1908 1.555
-1.326 -1.324 -1.327 -1.323 -1.327 -1.323 -1.327 -1.322 -1.328 -1.323 -1.327 -1.324 -1.326 -1.325 -1.328 -1.322 -1.327 -1.323 -1.326 -1.324 -1.325 -0.9017 -0.6905 -0.6895 -0.9017 -0.69 -0.6893 -0.6902 -0.6895 -0.6902 -0.6894 -0.6903 -0.6895 -0.6903 -0.6894 -0.6905 -0.6895 -0.6897 -0.6904 -0.3508 -0.3494 -0.5762 -0.4638 -0.463 -0.5772 -0.3497 -0.351 -0.3494 -0.3506 -0.3496 -0.3505 -0.3498 -0.3504 -0.35
106.6 103.3 103.3 99.99 99.96 96.67 96.64 95.01 98.3 101.7 104.9 108.3 111.6 114.9 94.98 98.33 101.6 105 108.3 111.6 114.9 116.9 118 117.9 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.6 134.2 134.8
Helman O. Mozo
Page
Job
365 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 1.219 -0.0003039 0.002559 -0.0050 1.4247 D100Z136P 1.233 -0.0001486 -0.01475 0.0093 1.4324 D101Z136P 1.247 -0.0001893 0.002636 -0.0051 1.4380 D102Z137P 1.261 -0.0003291 -0.01483 0.0093 1.4423 D103Z138P 1.275 -7.469e-005 0.002681 -0.0052 1.4459 D104Z138P 1.289 -0.0005096 -0.01487 0.0094 1.4486 D105Z139P 1.303 4.002e-005 0.002697 -0.0056 1.4439 D106Z139P 1.317 -0.0006912 -0.01488 0.0094 1.4386 D107Z140P 1.331 0.0001546 0.002699 -0.0058 1.4392 D108Z140P 1.345 -0.0008737 -0.01488 0.0094 1.4393 D109Z92P 0.434 0.003093 0.01178 0.0525 0.6799 D111Z88P 0.393 0.003704 0.0129 -0.0333 0.6123 D113Z84P 0.3513 0.003593 0.01402 0.0512 0.5711 D115Z79P 0.302 0.003482 0.01525 -0.0338 0.5002 D117Z72P 0.2509 0.006649 0.01579 0.0662 0.4827 D119Z62P 0.2024 0.001883 0.01539 -0.0059 0.2954 D121Z9P -0.002414 0.006332 -0.006577 0.0179 0.0461 D122Z9P -0.0004827 -0.004383 0.004752 -0.0169 0.0453 D123Z132P 1.138 0.0004787 -0.01416 0.0163 1.3502 D124Z133P 1.165 0.0002982 -0.0144 0.0074 1.3871 D125Z134P 1.192 0.0001205 -0.01457 0.0097 1.4102 D126Z135P 1.219 -5.903e-005 -0.0147 0.0092 1.4255 D127Z136P 1.247 -0.000239 -0.01479 0.0093 1.4380 D128Z138P 1.275 -0.0004192 -0.01485 0.0093 1.4450 D129Z139P 1.303 -0.0006003 -0.01487 0.0094 1.4438 D130Z140P 1.331 -0.0007824 -0.01488 0.0094 1.4401 D131Z92P 0.4344 -0.003359 -0.02245 -0.0655 0.6683 D132Z88P 0.3928 -0.00391 -0.02339 0.0383 0.6354 D133Z84P 0.3506 -0.003637 -0.02428 -0.0634 0.5544 D134Z79P 0.3037 -0.004315 -0.02493 0.0360 0.5163 D135Z72P 0.2458 -0.005437 -0.02558 -0.0786 0.4719 D136Z62P 0.2025 -0.001845 -0.02392 0.0162 0.3266 D137Z93P 328.2 -0.002726 -0.02268 0.0000 0.0000 D138Z93P 0.4496 -0.003012 -0.02228 -0.0076 0.7721 D139Z9P 1000 0.006339 75.78 0.0000 0.0000 D140Z13P 901.6 5.662e-005 60.61 0.0000 0.0000 D141Z26P 646.7 0.002993 43.46 0.0000 0.0000 D142Z31P 1000 -0.0004835 74.75 0.0000 0.0000 D143Z45P 991.2 0.004924 66.61 0.0000 0.0000 D144Z50P 927.7 -0.001342 62.34 0.0000 0.0000 D145Z68P 0.2135 0.00366 -0.02534 -0.0054 0.2239 D146Z55P 0.1339 0.002909 -0.02421 0.0132 0.4595 D147Z75P 0.2691 -0.002376 -0.02571 0.0181 0.5082 D148Z81P 0.3218 0.0003178 -0.02485 0.0191 0.5411 D149Z86P 0.366 -0.002724 -0.02427 0.0023 0.5939 D150Z90P 0.406 -0.0005734 -0.02324 0.0196 0.6183 D151Z9P 1000 -0.006018 75.78 0.0000 0.0000 D152Z9P -0.001796 -0.006012 -0.006329 -0.0182 0.0477 D153Z0P 0 0 0 0.0000 0.0000 D154Z19P 0.01423 0.00862 -0.01122 0.0175 0.0567 D155Z26P 646.7 -0.003548 43.46 0.0000 0.0000 D156Z26P 0.02238 -0.003512 -0.01627 0.0507 0.1183 D157Z13P 0.00608 0.001079 -0.008511 -0.1177 0.1087 D158Z31P 0.03764 -0.0004841 -0.01822 -0.0777 0.2108
17:07:07 03/17/10
0.1042 0.1908 0.1042 0.1908 0.1042 0.1908 0.1042 0.1908 0.1042 0.1908 0.0943 0.0988 0.0894 0.0918 0.0759 0.0783 0.0166 0.0115 0.1908 0.1908 0.1908 0.1908 0.1908 0.1908 0.1908 0.1908 0.1476 0.1487 0.1385 0.1366 0.1177 0.1132 0.0000 -0.0925 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0901 -0.0535 -0.0808 -0.0877 -0.0923 -0.0953 0.0000 -0.0113 0.0000 -0.0239 0.0000 -0.0292 -0.0212 -0.0393
0.8692 1.583 0.8969 1.611 0.9248 1.639 0.9528 1.667 0.9807 1.695 -1.006 -1.299 -1.616 -2.014 -2.509 -3.202 7.02 -7.023 1.488 1.515 1.542 1.569 1.597 1.625 1.653 1.681 1.874 2.085 2.318 2.62 3.006 3.607 329.5 1.775 1007 908.3 652.6 1005 995.8 931.9 3.245 4.017 2.803 2.454 2.193 1.982 1007 7.021 7.6 6.355 652.6 5.855 6.709 5.532
-0.3503 -0.3501 -0.3502 -0.3503 -0.3501 -0.3505 -0.35 -0.3507 -0.3498 -0.3509 -1.437 -1.689 -1.964 -2.312 -2.754 -3.403 -7.016 -7.027 -0.3495 -0.3497 -0.3499 -0.3501 -0.3502 -0.3504 -0.3506 -0.3508 -1.443 -1.696 -1.971 -2.32 -2.766 -3.407 -0.002726 1.322 -3.516 5.662e-005 -2.53 -0.0004835 -2.378 -0.001342 3.035 3.886 2.531 2.133 1.824 1.576 3.516 7.016 7.6 6.349 2.529 5.829 6.704 5.494
135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.64 87.88 83.79 78.61 72 62.42 8.583 8.595 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.6 87.85 83.75 78.57 71.96 62.38 93.31 93.31 84.37 73.95 69.75 106.1 111.2 112.7 67.93 55.26 75.33 81.3 85.85 89.57 84.37 8.584 0 18.72 69.75 26.27 13.33 31.3
Helman O. Mozo
Page
Job
366 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.05535 0.004365 -0.01986 0.07782 -0.007047 -0.02324 991.2 -0.007056 66.61 0.1064 -0.001256 -0.0238 0.7653 -0.0002323 -0.02882 0.7073 -0.0005716 -0.02813 0.6511 -0.001023 -0.0273 0.5969 -0.001428 -0.02632 0.545 -0.00177 -0.02515 0.4962 -0.002184 -0.02381 0.5202 -0.001047 -0.02453 0.6237 -0.0006079 -0.02685 0.7361 -2.661e-005 -0.02851 0.4727 -0.002192 -0.0231 0.5706 -0.001259 -0.02578 0.679 -0.0004898 -0.02776 0.7947 0.0002252 -0.02913 0.8298 0.000371 -0.02221 0.8479 5.035e-005 -0.01876 0.8755 0.000675 -0.01903 0.9039 0.0005679 -0.0193 0.9325 0.0006449 -0.01951 0.9616 0.0005224 -0.01972 0.991 0.0005849 -0.01987 1.021 0.000484 -0.02002 1.051 0.0005626 -0.02012 1.114 0.0005879 -0.01374 1.071 0.000577 -0.01804 1.092 0.0008059 -0.0159 1.357 -0.0009648 -0.01476 1.126 0.0006626 -0.01389 1.152 0.0004702 -0.01416 1.179 0.0002703 -0.01437 1.206 7.416e-005 -0.01452 1.233 -0.000118 -0.01463 1.261 -0.0003095 -0.0147 1.288 -0.0005005 -0.01475 1.316 -0.0006889 -0.01476 1.343 -0.0008728 -0.01476 1.139 0.0005032 -0.01405 1.165 0.0003155 -0.01428 1.192 0.0001332 -0.01446 1.219 -4.987e-005 -0.01459 1.247 -0.0002327 -0.01468 1.274 -0.0004155 -0.01473 1.302 -0.0005986 -0.01476 1.33 -0.0007817 -0.01476 0.4284 -0.002169 -0.02282 0.3875 -0.001326 -0.0237 0.3455 -0.001427 -0.02455 0.2974 -0.0007896 -0.02526 0.2399 0.0007166 -0.02578 0.1988 -0.00142 -0.02382 0.4499 0 -0.005467
0.0200 0.0256 0.0000 -0.0792 -0.0029 -0.0080 0.0013 -0.0130 0.0091 -0.0245 -0.0069 -0.0075 -0.0061 -0.0133 -0.0078 -0.0100 -0.0086 0.0471 0.0137 -0.0204 0.0061 -0.0006 0.0018 0.0004 0.0012 -0.0026 0.0022 0.0053 0.0161 0.0095 0.0031 0.0089 0.0087 0.0089 0.0090 0.0091 0.0091 0.0093 0.0094 0.0118 0.0111 0.0108 0.0104 0.0103 0.0102 0.0100 0.0096 0.0632 -0.0411 0.0632 -0.0357 0.0783 -0.0120 0.0000
17:07:07 03/17/10
0.1696 0.2318 0.0000 0.2802 1.0136 0.9861 0.9537 0.9170 0.8704 0.8166 0.8404 0.9361 1.0018 0.8078 0.8960 0.9707 1.0135 1.0142 1.0765 1.1366 1.1512 1.1621 1.1814 1.1921 1.1999 1.2066 1.2900 1.2019 1.2365 1.4235 1.3133 1.3550 1.3865 1.4013 1.4171 1.4268 1.4318 1.4247 1.4241 1.3351 1.3727 1.3949 1.4094 1.4226 1.4305 1.4286 1.4239 0.6676 0.6268 0.5572 0.5041 0.4763 0.3131 0.0000
-0.0432 -0.0514 0.0000 -0.0641 -0.1009 -0.0995 -0.0981 -0.0967 -0.0953 -0.0939 -0.0946 -0.0974 -0.1002 -0.0932 -0.0960 -0.0988 -0.1016 -0.0994 -0.0981 -0.0982 -0.0982 -0.0982 -0.0982 -0.0983 -0.0983 -0.0983 -0.0870 -0.0975 -0.0919 -0.0869 -0.0870 -0.0870 -0.0869 -0.0869 -0.0869 -0.0869 -0.0869 -0.0869 -0.0869 -0.0870 -0.0870 -0.0869 -0.0869 -0.0869 -0.0869 -0.0869 -0.0869 -0.0921 -0.0961 -0.0875 -0.0897 -0.0737 -0.0760 0.0000
5.214 4.681 995.8 4.321 2.09 2.032 1.976 1.922 1.87 1.821 1.845 1.949 2.061 1.798 1.896 2.004 2.12 1.731 1.538 1.565 1.594 1.623 1.652 1.681 1.711 1.741 1.464 1.648 1.555 1.707 1.476 1.502 1.529 1.556 1.583 1.611 1.638 1.666 1.693 1.489 1.515 1.542 1.569 1.597 1.624 1.652 1.68 1.868 2.08 2.313 2.613 3 3.604 0.4499
5.163 4.596 2.376 4.213 1.325 1.324 1.324 1.324 1.323 1.323 1.324 1.324 1.325 1.323 1.324 1.325 1.325 0.902 0.6901 0.6907 0.6906 0.6906 0.6905 0.6906 0.6905 0.6906 0.3506 0.5772 0.4641 0.349 0.3507 0.3505 0.3503 0.3501 0.3499 0.3497 0.3495 0.3493 0.3491 0.3505 0.3503 0.3501 0.35 0.3498 0.3496 0.3494 0.3492 1.438 1.691 1.966 2.315 2.761 3.403 1.325
36.3 44.55 111.2 50.33 113.2 109.9 106.6 103.3 99.95 96.64 98.3 104.9 111.6 94.98 101.6 108.3 114.9 116.9 117.9 119.4 120.8 122.2 123.6 125 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.6 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.6 87.85 83.75 78.57 71.96 62.38 93.33
Helman O. Mozo
Page
Job
367 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
0.4496 0.002831 -0.001857 -1000 0.003622 -157.9 0.02233 -646.7 0.03753 -187.5 0.07778 -991.1 0.1063 -126.4 0.2125 -0.00266 0.1331 -0.002098 0.2692 0.002072 0.3213 6.777e-005 0.3661 0.002462 0.4057 0.000738 0.0002324 1000 0.0003081 0.004026 0 0 0.01212 -0.006392 0.02374 646.7 0.0239 0.002527 0.006528 -0.001328 0.03792 0.0004137 0.05423 -0.003286 0.07927 0.00557 0.07924 991.1 0.1065 0.001208 0.7653 5.364e-005 0.7073 0.0004981 0.6511 0.0009108 0.5968 0.001316 0.545 0.001661 0.4962 0.002063 0.5201 0.001081 0.6236 0.0005937 0.7361 -8.135e-006 0.4727 0.002041 0.5705 0.001175 0.6789 0.0004253 0.7947 -0.0002711 0.8298 -0.0004483 0.8478 -0.0001381 0.8755 -2.002e-005 0.9039 -0.0002592 0.9325 -0.0002118 0.9616 -0.0003669 0.991 -0.0003426 1.021 -0.0004771 1.05 -0.0006318 1.114 -0.0007853 1.071 -0.0006996 1.092 -0.0009475 1.357 0.0002695 1.126 -0.0006854 1.152 -0.0006183 1.179 -0.0004861
0.01146 -75.79 -10.62 -43.49 -12.61 -66.65 -8.501 0.0165 0.01653 0.01609 0.01488 0.0139 0.01268 75.79 0.004472 0 0.00822 43.48 0.01163 0.006059 0.01297 0.0141 0.01627 66.64 0.01645 0.01716 0.01658 0.01586 0.01501 0.014 0.01282 0.01345 0.01547 0.0169 0.01219 0.01454 0.01626 0.01742 0.01043 0.006968 0.007242 0.007453 0.007667 0.007823 0.00798 0.008092 0.008206 0.001719 0.00607 0.003903 0.002627 0.001874 0.002121 0.002308
0.0081 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0071 -0.0123 -0.0220 -0.0182 -0.0047 -0.0235 0.0000 0.0168 0.0000 -0.0175 0.0000 -0.0390 0.0834 0.0558 -0.0166 -0.0231 0.0000 0.0591 0.0053 0.0069 0.0003 0.0112 -0.0060 0.0198 0.0069 0.0076 0.0084 0.0128 0.0076 0.0088 -0.0024 -0.0563 -0.0362 0.0119 0.0024 0.0018 0.0034 0.0004 0.0085 0.0003 -0.0193 -0.0111 -0.0186 -0.0059 -0.0038 -0.0067 -0.0060
17:07:07 03/17/10
0.7732 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2276 0.4635 0.5087 0.5458 0.5957 0.6206 0.0000 0.0483 0.0000 0.0591 0.0000 0.1309 0.0745 0.1860 0.1734 0.2370 0.0000 0.2626 1.0129 0.9860 0.9546 0.9162 0.8726 0.8132 0.8405 0.9361 1.0019 0.8069 0.8960 0.9703 1.0183 1.0271 1.0816 1.1396 1.1491 1.1621 1.1808 1.1926 1.1973 1.2015 1.2947 1.2188 1.2386 1.4241 1.3170 1.3549 1.3879
-0.1280 -0.8754 0.0000 3.521 0.0000 0.003622 0.0000 2.555 0.0000 0.03753 0.0000 2.461 0.0000 0.1063 -0.1158 -2.819 -0.0743 -3.75 -0.1092 -2.265 -0.1185 -1.811 -0.1248 -1.46 -0.1290 -1.171 0.0000 -3.522 -0.0144 -7.022 0.0000 -7.6 -0.0309 -6.328 0.0000 -2.509 -0.0391 -5.809 -0.0262 -6.697 -0.0515 -5.456 -0.0571 -5.104 -0.0682 -4.524 0.0000 -2.304 -0.0831 -4.108 -0.1507 -0.5597 -0.1469 -0.6177 -0.1431 -0.6739 -0.1394 -0.7282 -0.1356 -0.78 -0.1318 -0.8288 -0.1337 -0.8049 -0.1413 -0.7014 -0.1488 -0.5889 -0.1299 -0.8523 -0.1375 -0.7545 -0.1450 -0.6461 -0.1526 -0.5303 -0.1627 -0.07186 -0.1672 0.1578 -0.1654 0.1855 -0.1636 0.2139 -0.1618 0.2425 -0.1600 0.2716 -0.1582 0.301 -0.1564 0.3307 -0.1546 0.3604 -0.1606 0.7637 -0.1576 0.4944 -0.1608 0.6288 -0.1605 1.007 -0.1606 0.7763 -0.1606 0.8022 -0.1605 0.8287
1.328 93.35 -993 -67.2 -151.2 2.723 -640.9 -17.2 -182 18.71 -986.5 -22.08 -122.2 41.85 3.029 67.97 3.881 55.3 2.536 75.37 2.133 81.34 1.829 85.89 1.577 89.61 1007 84.38 7.027 8.594 7.6 0 6.334 18.74 652.5 69.77 5.835 26.3 6.702 13.35 5.495 31.33 5.155 36.33 4.609 44.59 995.8 111.2 4.216 50.37 1.325 113.3 1.325 110 1.326 106.6 1.326 103.3 1.327 99.99 1.327 96.67 1.326 98.33 1.326 105 1.325 111.6 1.327 95.01 1.326 101.7 1.325 108.3 1.325 114.9 0.9012 117 0.6899 118 0.69 119.4 0.6897 120.8 0.6898 122.2 0.6896 123.7 0.6897 125.1 0.6895 126.5 0.6894 127.9 0.3492 130.9 0.576 128.9 0.4624 129.9 0.3503 140.9 0.3493 131.4 0.3494 132.6 0.3495 133.7
Helman O. Mozo
Page
Job
368 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1.206 1.233 1.261 1.288 1.316 1.343 1.139 1.165 1.192 1.219 1.247 1.274 1.302 1.33 0.4284 0.3874 0.3454 0.2972 0.2397 0.1988 328.2 1000 1000 646.7 1000 991.2 1000 1000 646.7 991.2 1.125 1.151 1.178 1.205 1.233 1.261 1.289 1.317 1.345
-0.0003707 -0.0002523 -0.0001353 -1.844e-005 9.739e-005 0.0002122 -0.0006665 -0.0005486 -0.0004292 -0.0003112 -0.0001938 -7.677e-005 3.962e-005 0.0001549 0.002165 0.001273 0.00139 0.0008706 -0.0007226 0.001432 0.002586 0.004034 -6.269e-005 0.002568 0.0005009 0.00558 0.001338 -0.00439 -0.00196 -0.003417 -0.0006386 -0.0005347 -0.0004362 -0.0003326 -0.0002269 -0.0001205 -1.367e-005 9.777e-005 0.0002117
0.002437 0.002531 0.002592 0.002622 0.002626 0.002627 0.001997 0.002214 0.002372 0.002484 0.002561 0.002607 0.002623 0.002626 0.01212 0.01322 0.01436 0.01544 0.01648 0.01535 0.01174 -75.78 -81.85 -43.47 -99.96 -66.62 -79.35 -75.78 -43.47 -66.62 0.001935 0.002182 0.002369 0.002503 0.002597 0.002659 0.002689 0.002698 0.002699
-0.0061 -0.0061 -0.0061 -0.0060 -0.0060 -0.0059 -0.0026 -0.0071 -0.0059 -0.0061 -0.0060 -0.0060 -0.0060 -0.0059 -0.0576 0.0298 -0.0538 0.0239 -0.0660 0.0051 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0133 -0.0066 -0.0066 -0.0064 -0.0063 -0.0063 -0.0062 -0.0060 -0.0059
17:07:07 03/17/10
1.4000 1.4170 1.4269 1.4332 1.4233 1.4239 1.3351 1.3718 1.3950 1.4102 1.4226 1.4297 1.4287 1.4247 0.6777 0.6213 0.5694 0.4976 0.4911 0.3091 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.3292 1.3702 1.4019 1.4167 1.4325 1.4422 1.4471 1.4400 1.4395
-0.1605 -0.1605 -0.1605 -0.1605 -0.1605 -0.1605 -0.1606 -0.1605 -0.1605 -0.1605 -0.1605 -0.1605 -0.1605 -0.1605 -0.1267 -0.1292 -0.1192 -0.1193 -0.1010 -0.0995 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1042 0.1042 0.1042 0.1042 0.1042 0.1042 0.1042 0.1042 0.1042
0.8557 0.3496 134.8 0.883 0.3497 135.9 0.9105 0.3499 137 0.9382 0.35 138.1 0.9658 0.3501 139.2 0.9934 0.3502 140.3 0.7891 0.3493 132 0.8154 0.3495 133.1 0.8422 0.3496 134.2 0.8693 0.3497 135.3 0.8967 0.3498 136.4 0.9243 0.3499 137.5 0.952 0.35 138.7 0.9796 0.3502 139.8 -1.011 1.442 91.64 -1.305 1.694 87.88 -1.622 1.969 83.79 -2.019 2.317 78.61 -2.521 2.76 72 -3.206 3.406 62.42 326.9 0.002586 93.35 993 3.527 -67.19 993.3 -6.269e-005 -68.51 640.9 2.535 -17.18 994.5 0.0005009 -68.64 986.6 2.389 -22.04 995.8 0.001338 -28.99 993 -3.527 -67.19 640.9 -2.535 -17.18 986.6 -2.387 -22.04 0.7751 -0.3506 131.4 0.8013 -0.3505 132.6 0.8281 -0.3504 133.7 0.8554 -0.3503 134.8 0.883 -0.3502 135.9 0.9108 -0.3501 137 0.9388 -0.35 138.1 0.9667 -0.3499 139.2 0.9946 -0.3498 140.3
Joint Support Reactions for Load Case "COMBO 4-1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D2Z0P -77.11 0.0 -60.96 0.0 -681.23 0.0 0.0 688.28 0.0 -1.40 0.0 0.4 0.0 -0.01 0.0 0.0 D29Z0P -103.22 0.0 85.56 0.0 931.60 0.0 0.0 941.20 0.0 1.85 0.0 0.8 0.0 -0.04 0.0 0.0 D153Z0P -101.52 0.0 -83.92 0.0 907.39 0.0 0.0 916.90 0.0 -1.80 0.0 0.7 0.0 0.00 0.0 0.0 D228Z0P -76.14 0.0 59.31 0.0 -656.67 0.0 0.0 663.73 0.0 1.36 0.0 0.2 0.0 0.02 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 4-1":
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.3282 0.0000 -0.7172 -0.3277 -0.0000 0.7172 0.4555 0.0000 -0.0055 D1Z93P 0.6961 0.0000 -1.4645 -0.6956 -0.0000 1.4645 0.4552 -0.0024 -0.0219 D2Z0P 1.1020 0.0000 -2.2480 76.0095 60.9560 683.4765 0.0000 0.0000 0.0000 D3Z9P 2.2647 0.0000 -4.6076 -2.2647 -1.1273 4.6833 -0.0005 -1000.0000 75.7887 D4Z13P 1.0643 0.0000 -2.3596 -1.0643 0.1579 2.3490 0.0034 157.9239 -10.6175 D5Z19P 6.5950 0.0000 -7.3670 -6.5949 0.0000 7.3670 0.0124 0.0066 0.0086 D6Z26P 1.2993 0.0000 -2.8008 -1.2992 -0.6467 2.8443 0.0251 -646.7018 43.4824 D7Z31P 1.3054 0.0000 -2.8008 -1.3054 0.1875 2.7882 0.0391 187.4555 -12.6050 D8Z26P 5.5962 0.0000 -5.0074 -5.5962 -0.0000 5.0074 0.0253 -0.0019 0.0120 D9Z13P 2.1872 0.0000 -3.4828 -2.1872 0.0000 3.4828 0.0059 0.0012 0.0064 D10Z31P 8.1910 0.0000 -6.4008 -8.1910 0.0000 6.4009 0.0396 0.0006 0.0133 D11Z36P 3.1720 0.0000 -5.0561 -3.1719 0.0000 5.0561 0.0563 0.0047 0.0144 D12Z45P 1.9913 0.0000 -3.8288 -1.9912 -0.0000 3.8288 0.0828 -0.0034 0.0164 D13Z45P 1.9913 0.0000 -3.8288 -1.9912 -0.9911 3.8954 0.0827 -991.1442 66.6428 D14Z50P 1.0589 0.0000 -1.8885 -1.0588 0.1264 1.8800 0.1103 126.3949 -8.5010 D15Z55P 2.9906 0.0000 -5.0038 -2.9904 0.0000 5.0038 0.1375 0.0052 0.0166 D16Z68P 6.5582 0.0000 -5.1122 -6.5580 -0.0000 5.1121 0.2194 -0.0080 -0.0252 D17Z68P 6.5582 0.0000 -5.1122 -6.5580 0.0000 5.1122 0.2180 0.0068 0.0163 D18Z55P 6.5993 0.0000 -5.3458 -6.5992 -0.0000 5.3458 0.1385 -0.0061 -0.0243 D19Z75P 1.6272 0.0000 -2.8484 -1.6269 -0.0000 2.8484 0.2747 -0.0025 -0.0255 D20Z75P 5.4480 0.0000 -3.1904 -5.4477 0.0000 3.1904 0.2757 0.0025 0.0158 D21Z81P 1.1696 0.0000 -2.1115 -1.1693 -0.0000 2.1115 0.3279 -0.0055 -0.0245 D22Z81P 1.1696 0.0000 -2.1115 -1.1693 0.0000 2.1115 0.3268 0.0048 0.0146 D23Z86P 0.8814 0.0000 -1.6721 -0.8810 0.0000 1.6721 0.3720 0.0025 0.0136 D24Z86P 0.8814 0.0000 -1.6721 -0.8810 -0.0000 1.6721 0.3714 -0.0026 -0.0240 D25Z90P 0.7560 0.0000 -1.5014 -0.7556 -0.0000 1.5014 0.4117 -0.0048 -0.0229 D26Z90P 0.7560 0.0000 -1.5014 -0.7556 0.0000 1.5014 0.4112 0.0043 0.0124 D27Z93P 0.6961 0.0000 -1.4645 -0.6956 0.0000 1.4645 0.4553 0.0023 0.0111 D28Z50P 1.0589 0.0000 -1.8885 -1.0588 0.0000 1.8885 0.1105 0.0015 0.0166 D29Z0P 1.1020 0.0000 -2.2480 102.1151 -85.5584 -929.3504 0.0000 0.0000 0.0000 D30Z9P 2.2647 0.0000 -4.6076 -2.2647 1.1273 4.5318 -0.0024 1000.0000 -75.7902 D31Z19P 2.3658 0.0000 -5.1604 -2.3658 -0.0000 5.1604 0.0144 -0.0088 -0.0116 D32Z26P 1.2993 0.0000 -2.8008 -1.2992 0.6467 2.7573 0.0234 646.7032 -43.4876 D33Z26P 1.2993 0.0000 -2.8008 -1.2992 0.0000 2.8008 0.0235 0.0030 -0.0166 D34Z13P 1.0643 0.0000 -2.3596 -1.0643 -0.0000 2.3596 0.0056 -0.0010 -0.0088 D35Z31P 1.3054 0.0000 -2.8008 -1.3054 -0.0000 2.8008 0.0392 -0.0005 -0.0186 D36Z36P 2.2365 0.0000 -4.7411 -2.2364 -0.0000 4.7411 0.0574 -0.0058 -0.0202 D37Z45P 1.9913 0.0000 -3.8288 -1.9912 0.0000 3.8287 0.0812 0.0049 -0.0234 D38Z45P 1.9913 0.0000 -3.8288 -1.9912 0.9911 3.7621 0.0812 991.1458 -66.6499 D39Z50P 1.0589 0.0000 -1.8885 -1.0588 -0.0000 1.8885 0.1104 -0.0014 -0.0239 D40Z113P 0.4601 0.0000 -0.7789 -0.4593 0.0000 0.7789 0.7660 0.0002 0.0168 D41Z113P 0.4601 0.0000 -0.7789 -0.4593 -0.0000 0.7789 0.7660 -0.0004 -0.0285 D42Z110P 0.4304 0.0000 -0.7789 -0.4297 0.0000 0.7789 0.7088 0.0006 0.0163 D43Z110P 0.4304 0.0000 -0.7789 -0.4297 -0.0000 0.7789 0.7088 -0.0007 -0.0278 D44Z107P 0.4209 0.0000 -0.8261 -0.4203 0.0000 0.8261 0.6534 0.0010 0.0155 D45Z107P 0.4209 0.0000 -0.8261 -0.4203 -0.0000 0.8261 0.6534 -0.0011 -0.0270 D46Z103P 0.3995 0.0000 -0.8261 -0.3989 0.0000 0.8261 0.6000 0.0014 0.0147 D47Z103P 0.3995 0.0000 -0.8261 -0.3989 -0.0000 0.8261 0.6000 -0.0015 -0.0260 D48Z100P 0.3696 0.0000 -0.7789 -0.3690 0.0000 0.7789 0.5489 0.0019 0.0137 D49Z100P 0.3696 0.0000 -0.7789 -0.3690 -0.0000 0.7789 0.5490 -0.0020 -0.0248
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
370 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
371 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.1013 2.4876 0.1039 0.2174 0.1136 0.3680 2.8324 2.9188 0.6812 4.7469 5.5811 2.2647 2.2647 0.1761 0.1806 2.3529 0.1901 0.1950 0.2000 2.4876 0.2174 0.3680 0.3890 0.4953 0.6812 0.9561 5.5811 0.3282 0.6961 2.2647 1.0643 1.2993 1.3054 1.9913 1.0589 6.5582 2.9906 1.6272 1.1696 0.8814 0.7560 2.2647 5.7598 1.1020 2.3658 1.2993 1.2993 1.0643 1.9822 2.2365 1.9913 1.9913 1.7970 0.4601
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
372 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
373 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
1.9913 1.0589 6.5582 2.9906 1.6272 1.1696 0.8814 0.7560 2.2647 6.9438 1.1020 5.3043 1.2993 4.2857 2.1872 5.7001 2.2365 1.9913 1.9913 1.0589 0.4601 0.4304 0.4209 0.3995 0.3696 0.3311 0.6992 1.9152 0.8892 0.3291 0.7675 0.8507 0.9007 0.4444 0.6803 0.4682 2.5401 0.5063 0.5209 2.6783 0.5591 0.5012 0.3087 0.2141 0.2184 0.1150 0.0869 0.0892 0.0915 0.0938 0.0962 0.0987 0.1013 0.1039
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17:07:07 03/17/10
3.7621 1.8800 5.1122 5.0038 2.8484 2.1115 1.6721 1.5014 4.6833 6.8141 658.9208 6.9257 2.8443 4.5661 3.4828 5.0074 4.7411 3.8288 3.8954 1.8885 0.7789 0.7789 0.8261 0.8261 0.7789 0.7172 1.4961 2.8402 1.5578 0.7172 1.6050 1.6050 1.5097 0.7307 1.1798 0.8813 1.8904 0.8644 0.8545 1.8706 0.8446 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868
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Helman O. Mozo
Page
Job
374 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.1136 0.1761 0.1806 2.3529 0.1901 0.1950 0.2000 2.4876 0.2174 0.3680 2.8324 2.9188 0.6812 0.9561 5.5811 0.3282 2.2647 1.0643 1.2993 1.3054 1.9913 1.0589 2.2647 1.2993 1.9913 0.0869 0.0892 0.0915 0.0938 0.0962 0.0987 0.1013 0.1039 0.1136
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-0.1123 -0.1749 -0.1794 -2.3517 -0.1888 -0.1937 -0.1987 -2.4863 -0.2161 -0.3676 -2.8320 -2.9184 -0.6809 -0.9558 -5.5809 -0.0000 -1.1375 0.1531 -0.6525 0.1816 -1.0001 0.1216 -1.1375 -0.6525 -1.0001 -0.0858 -0.0880 -0.0903 -0.0926 -0.0950 -0.0975 -0.1000 -0.1026 -0.1123
17:07:07 03/17/10
0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000
0.0929 0.1735 0.1735 1.1023 0.1735 0.1735 0.1735 1.1023 0.1797 0.7473 1.0961 1.2600 1.1936 1.6549 3.4573 0.7172 4.5318 2.2777 2.7574 2.7009 3.7622 1.8092 4.5318 2.7574 3.7622 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ---------------------------------------------------------------------D127P 107.94 -4339.55 -557.10 1321.60 1526.16 -1759.08 564.83 D128P 107.94 -1321.59 -1526.15 -1885.26 3209.68 -1571.04 824.77 D129P 107.93 42.70 -884.44 2497.65 -1258.57 1266.57 -1068.46 D130P 107.92 -651.63 -339.45 -859.72 3066.72 -613.91 1107.82 D131P 107.92 367.88 -2.32 1409.42 -2071.05 545.79 -636.71 D132P 107.91 -562.09 -1432.12 1638.42 8359.69 265.83 1710.95 D133P 107.91 -1638.42 -8359.68 -2662.68 -10210.98 -770.86 -3328.30 D134P 107.90 848.10 -803.47 1753.31 -7379.01 525.30 -1652.28 D135P 107.90 848.11 803.47 2562.33 -411.08 587.39 67.58 D136P 107.90 -2562.33 411.09 -2143.09 1377.41 -567.45 215.68 D137P 107.90 2143.09 -1377.41 428.21 58.15 511.95 -262.67 D138P 107.90 -428.20 -58.15 2344.32 -1018.21 378.85 -212.82 D139P 107.90 -2344.32 1018.22 -2111.14 2498.56 -587.48 463.71
1.3434 1.1391 1.1654 1.1922 1.2193 1.2467 1.2743 1.3020 1.3296 0.4284 0.3874 0.3454 0.2972 0.2397 0.1988 328.1834 1000.0000 1000.0000 646.7240 1000.0000 991.2207 1000.0000 1000.0000 646.7249 991.2236 1.1251 1.1513 1.1781 1.2054 1.2330 1.2608 1.2888 1.3167 1.3446
0.0002 -0.0007 -0.0005 -0.0004 -0.0003 -0.0002 -0.0001 0.0000 0.0002 0.0022 0.0013 0.0014 0.0009 -0.0007 0.0014 0.0026 0.0040 -0.0001 0.0026 0.0005 0.0056 0.0013 -0.0044 -0.0020 -0.0034 -0.0006 -0.0005 -0.0004 -0.0003 -0.0002 -0.0001 -0.0000 0.0001 0.0002
0.0026 0.0020 0.0022 0.0024 0.0025 0.0026 0.0026 0.0026 0.0026 0.0121 0.0132 0.0144 0.0154 0.0165 0.0153 0.0117 -75.7841 -81.8471 -43.4659 -99.9606 -66.6189 -79.3468 -75.7839 -43.4658 -66.6189 0.0019 0.0022 0.0024 0.0025 0.0026 0.0027 0.0027 0.0027 0.0027
Helman O. Mozo
Page
Job
375 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
107.90 107.90 107.90 54.73 580.45 54.73 54.73 54.74 54.75 -44.17 -44.19 38.97 -0.06 -0.03 580.45 107.91 107.91 107.92 107.93 107.93 54.73 54.74 54.74 54.75 54.75 54.75 54.76 54.76 -44.18 -44.18 -44.18 -44.17 -44.17 38.97 38.98 -0.05 -0.05 -0.04 -0.03 -0.02 -0.01 -0.01 -0.06 -0.05 -0.04 -0.04 -0.03 -0.02 -0.02 -0.01 -0.00 -77.43 -77.43 -77.42
2111.14 63.13 -2337.21 -2596.59 776.29 2669.14 3259.73 2704.53 1855.41 -363.49 -109.81 288.90 306.64 -0.30 776.31 -1753.31 -1409.41 859.73 -2497.65 1885.27 -4202.25 3330.81 -2418.66 -2983.62 2508.86 -1943.45 -1784.96 1560.54 622.94 -601.75 510.70 -74.43 570.80 -235.79 204.79 -77.68 19.65 -4.73 1.35 0.21 0.20 0.12 114.48 -29.01 7.46 -1.69 0.53 -0.05 0.20 0.16 0.06 -4758.95 -1710.46 999.93
-2498.56 556.98 374.28 -0.87 1623.42 -3467.93 -1002.67 -1166.58 -836.35 -241.65 -329.71 518.74 -653.26 -69.28 -1623.41 7379.02 2071.06 -3066.71 1258.58 -3209.67 -1465.20 -1650.96 -1057.03 -831.41 -1012.34 -788.05 -772.77 -322.28 -408.85 -911.36 -933.78 -225.72 -162.20 -176.74 457.98 -323.00 -225.92 40.00 -104.59 -22.58 218.23 25.35 -176.39 -263.86 -243.40 -191.48 -94.49 -56.53 -80.79 -66.73 -2.08 589.52 1808.31 -92.94
-63.13 2337.21 -1868.28 -3259.73 6018.59 2596.59 4202.25 2983.62 1784.96 -510.70 2698.86 235.77 -114.48 0.05 -833.43 -2662.69 562.09 -367.87 651.63 -42.69 -3330.81 2418.66 -2704.53 -2508.86 1943.45 -1855.41 -1560.54 1908.99 109.81 -622.94 601.75 363.49 74.43 -204.80 678.74 29.01 -7.46 1.69 -0.52 -0.20 -0.16 -0.06 77.68 -19.65 4.73 -1.35 0.30 -0.21 -0.20 -0.12 0.00 1710.47 -1532.68 3407.71
-556.98 -374.28 742.71 1002.66 -2124.40 0.86 1465.19 831.40 772.76 933.80 5812.74 176.75 176.36 56.51 1774.57 10210.99 1432.12 2.33 339.45 884.45 1650.95 1057.01 1166.57 1012.32 788.04 836.33 322.27 730.33 329.73 408.87 911.38 241.67 225.74 -457.96 -241.96 263.84 243.38 191.45 94.46 80.77 66.71 2.06 322.98 225.90 -40.02 104.56 69.25 22.56 -218.26 -25.37 -0.03 -1808.32 -3788.99 574.24
17:07:07 03/17/10
377.91 -563.82 503.07 38.29 -487.38 129.45 -3527.90 603.48 6421.05 -473.42 3162.60 -2082.32 4495.17 278.63 3426.60 -201.92 2192.99 -38.31 -615.31 487.19 1822.35 3859.34 521.45 691.22 346.58 -860.14 -0.46 -23.04 -26.99 71.42 -617.84 2460.99 -250.36 1035.09 179.47 -1118.16 -875.43 757.84 1064.41 -1343.23 -4537.99 111.89 3463.54 -357.80 -3086.26 65.99 -3308.72 108.98 2682.11 -135.12 -2288.47 29.08 -2015.36 -271.39 2090.08 245.81 515.76 -55.69 -862.02 -353.69 783.02 -15.77 203.46 11.23 454.15 44.72 -437.89 -630.80 878.10 214.69 -87.77 -106.70 21.98 31.48 -5.48 417.45 1.49 -18.26 0.01 104.94 0.07 513.92 0.11 49.43 346.58 264.39 -87.77 -68.48 21.98 -511.19 -5.48 -156.76 1.49 -45.51 -0.46 -61.28 0.01 -539.36 0.08 -166.12 0.11 -3.80 -1776.87 -710.40 -1588.83 -970.34 2197.55 239.96
Helman O. Mozo
Page
Job
376 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P -77.42 475.94 D312P -77.41 163.12 D313P -77.41 -593.91 D314P -77.41 -2044.61 D315P -77.40 947.80 D316P -77.40 947.81 D317P -77.40 -2618.36 D318P -77.40 2186.29 D319P -77.40 -435.84 D320P -77.40 -2329.27 D321P -77.40 2092.16 D322P -77.40 95.65 D323P -77.40 -2225.18 D324P -21.29 2638.54 D325P -219.53 330.97 D326P -21.28 -2944.92 D327P -21.29 -3242.84 D328P -21.29 -2698.68 D329P -21.30 -1807.26 D330P -0.69 -459.38 D331P -0.69 -2161.88 D332P 1.92 367.91 D333P 0.03 -378.90 D334P 0.01 -72.69 D335P -219.52 330.98 D336P -77.41 -2058.69 D337P -77.41 -1128.33 D338P -77.42 246.08 D339P -77.42 -3407.70 D340P -77.42 1532.69 D341P -21.29 4194.07 D342P -21.29 -3333.68 D343P -21.29 2421.10 D344P -21.30 2992.88 D345P -21.30 -2518.95 D346P -21.30 1914.01 D347P -21.30 1910.70 D348P -21.30 -1738.39 D349P -0.69 942.45 D350P -0.69 -637.01 D351P -0.69 525.63 D352P -0.69 422.71 D353P -0.70 -248.59 D354P 1.91 -303.61 D355P 1.91 181.97 D356P 0.02 -276.51 D357P 0.02 -208.70 D358P 0.02 -150.78 D359P 0.02 -107.57 D360P 0.01 -40.90 D361P 0.01 -15.77 D362P 0.00 -3.73 D363P 0.03 390.48 D364P 0.02 237.58
-870.60 250.55 1417.13 8809.90 923.46 -923.47 -302.32 1287.63 74.84 -975.43 2493.41 -621.04 -401.88 56.30 -2527.49 -3785.26 -986.03 -1166.26 -847.17 168.34 -1034.06 16.26 -362.23 -78.45 2527.48 -7674.47 -2474.89 3863.72 -574.24 3788.98 -1498.15 -1645.60 -1036.11 -839.17 -1004.11 -768.77 -802.98 -426.83 -392.27 -664.97 -1214.00 -929.06 271.74 -54.22 -468.46 -319.10 -253.56 -95.41 -141.19 -64.09 65.28 -25.29 -316.88 -261.94
-246.07 -3863.73 93.37 1128.34 2474.89 396.59 2044.61 -8809.90 358.29 -3131.80 10663.46 -927.74 2058.68 7674.46 607.10 2618.37 302.32 614.22 -2186.29 -1287.64 -579.42 435.84 -74.85 522.07 2329.27 975.43 374.37 -2092.16 -2493.41 -582.99 -95.65 621.04 368.41 2225.18 401.88 486.40 -1741.58 -798.74 -459.71 3242.84 986.01 3543.00 6052.93 741.95 6032.68 -2638.54 -56.31 -3353.43 -4194.07 1498.14 -4480.07 -2992.88 839.16 -3428.65 -1910.70 802.96 -2239.73 -525.63 1214.02 -693.32 -3732.95 4827.21 -4149.20 303.59 54.21 667.38 -390.48 316.86 -1387.65 -56.32 44.22 -232.69 -1315.06 -669.03 -464.97 -3131.81 -10663.46 -726.20 593.91 -1417.14 -157.90 -163.12 -250.56 30.27 -475.93 870.59 -1841.73 -999.93 92.93 307.76 3333.68 1645.58 4534.79 -2421.10 1036.10 -3466.73 2698.68 1166.24 3084.20 2518.95 1004.10 3320.38 -1914.01 768.75 -2670.46 1807.26 847.15 2241.73 1738.39 426.81 2198.25 -1427.55 -432.25 -1907.19 2161.88 1034.08 2185.04 -942.45 392.29 -1111.73 637.01 664.99 818.35 459.38 -168.32 620.87 -422.71 929.08 -472.50 -181.99 468.45 -482.61 524.04 -11.65 701.68 -237.58 261.91 -927.22 -177.78 149.44 -697.06 -126.69 92.60 -500.44 -89.61 83.46 -355.65 -26.68 -28.35 -121.89 -7.04 -48.46 -41.14 -1.73 -18.50 -9.85 276.51 319.08 1202.98 208.70 253.54 804.92
17:07:07 03/17/10
-1923.09 836.96 -1825.85 3490.09 1736.17 -106.98 -191.74 241.47 207.66 -457.39 574.69 -45.93 -139.14 627.90 -1687.31 -2307.25 308.50 -197.05 -26.63 973.00 2669.89 70.03 -81.83 -61.74 878.10 -2565.64 -1149.98 1318.41 140.54 2242.49 88.81 -367.17 78.39 99.35 -141.78 47.22 -226.61 -517.51 451.75 -191.93 -386.44 -772.42 845.22 411.68 -477.16 -103.15 -187.81 -5.06 -104.13 -166.72 30.34 -78.99 3.96 -15.15
Helman O. Mozo
Page
Job
377 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P 0.02 177.78 D366P 0.02 126.69 D367P 0.01 89.61 D368P 0.01 56.32 D369P 0.01 26.68 D370P 0.00 7.04 D371P 0.00 1.73 D489P -96.57 4320.39 D490P -96.56 1625.06 D491P -96.56 -1065.12 D492P -96.55 -695.40 D493P -96.55 -247.99 D494P -96.54 226.56 D495P -96.54 2748.46 D496P -96.53 -782.09 D497P -96.53 -782.09 D498P -96.53 1957.73 D499P -96.53 -1521.68 D500P -96.53 449.43 D501P -96.53 1427.77 D502P -96.53 -1007.91 D503P -96.53 -350.33 D504P -96.53 1581.77 D505P -57.63 -2508.20 D506P -532.90 -566.85 D507P -57.63 2762.16 D508P -57.63 2887.49 D509P -57.64 2349.51 D510P -57.65 1586.63 D511P 49.53 -318.29 D512P 49.54 -114.32 D513P -27.74 -134.29 D514P 0.05 148.02 D515P 0.02 -0.14 D516P -532.89 -566.86 D517P -96.54 2436.90 D518P -96.54 925.85 D519P -96.55 387.25 D520P -96.55 2960.74 D521P -96.56 -909.18 D522P -57.64 -3583.58 D523P -57.64 2885.65 D524P -57.64 -2152.74 D525P -57.65 -2545.99 D526P -57.65 2152.46 D527P -57.65 -1691.31 D528P -57.66 -1503.93 D529P -57.66 1333.51 D530P 49.54 554.95 D531P 49.54 -528.91 D532P 49.53 456.58 D533P 49.53 -56.66 D534P 49.52 435.12 D535P -27.74 164.64
-149.46 -92.63 -83.48 -44.25 28.32 48.44 18.48 406.80 1705.91 -65.44 -862.85 236.81 1436.51 8800.63 918.36 -918.36 -317.59 1329.11 111.15 -1114.09 2602.83 -684.62 -391.81 -178.52 -1650.81 -3347.81 -473.10 -604.51 -438.67 -305.31 -654.55 -482.80 -394.88 -49.89 1650.79 -7680.92 -2431.57 3801.94 -506.94 3782.13 -2395.49 -957.99 -1502.65 -1487.91 -446.23 -1200.07 -1226.33 70.81 -270.07 -990.57 -838.62 -157.69 -245.18 167.62
150.78 95.38 592.60 107.57 141.17 422.52 72.69 78.43 292.74 40.90 64.06 175.34 15.77 -65.31 76.57 3.73 25.27 19.42 0.00 -0.02 3.13 -1625.06 -1705.91 1571.03 909.17 -3782.14 1241.52 -2960.75 506.94 -2007.21 -387.25 -3801.95 -439.78 -925.85 2431.56 -360.47 -2748.47 -8800.63 -622.85 3649.93 10681.67 1146.74 -2436.89 7680.92 -650.01 -1957.74 317.59 -471.89 1521.68 -1329.11 419.60 -449.43 -111.15 -392.45 -1427.77 1114.08 -193.44 1007.91 -2602.84 321.16 350.33 684.62 -121.34 -1581.77 391.81 -404.93 1104.46 -810.46 311.31 -2887.49 473.08 -3250.41 -5028.24 1982.07 -5287.27 2508.20 178.50 3165.38 3583.58 2395.48 3898.23 2545.99 1487.89 2949.10 1503.93 1226.31 1861.78 -456.58 838.64 -545.41 2104.62 5006.41 1400.91 -164.63 -167.64 -297.08 -54.61 252.98 168.48 -0.00 74.72 -0.26 783.39 -1603.06 102.31 3649.93 -10681.68 851.60 -226.57 -1436.51 206.62 247.98 -236.81 231.79 695.39 862.84 1733.85 1065.11 65.43 90.08 -2885.65 957.97 -3897.13 2152.74 1502.63 3035.18 -2349.51 604.49 -2712.20 -2152.46 446.21 -2830.39 1691.31 1200.06 2315.53 -1586.63 438.66 -1974.66 -1333.51 -70.83 -1709.30 1747.77 639.87 1856.19 114.32 654.57 471.08 -554.95 270.09 -762.90 528.91 990.59 693.66 318.29 305.33 184.15 56.66 157.71 346.15 102.23 465.74 265.24
17:07:07 03/17/10
-97.53 87.55 -9.12 35.74 -66.71 132.94 33.28 -757.22 -1017.15 220.12 -1894.85 819.43 -1818.77 3491.69 1736.44 -103.47 -198.58 242.50 242.25 -490.10 606.62 -61.37 -139.33 177.45 313.04 -1903.49 1158.06 532.16 474.48 375.40 3063.15 -646.44 -255.93 44.79 22.55 -2569.09 -1142.91 1300.88 168.78 2222.65 -865.98 328.10 -541.06 -627.53 454.12 -458.69 -781.42 428.12 270.63 -507.12 106.96 103.92 -61.56 629.47
Helman O. Mozo
Page
Job
378 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-27.75 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00 78.70 78.70 78.69 78.69 78.68 78.68 78.68 78.67 78.67 78.67 78.67 78.67 78.67 78.67 78.67 78.67 44.06 262.57 44.05 44.06 44.07 44.07 3.54 3.53 1.33 -0.03 -0.01 262.56 78.67 78.68 78.68 78.69 78.69 44.06 44.06 44.06 44.07
-102.22 -465.75 -383.87 172.32 -483.11 -291.63 -38.80 -277.52 14.52 298.42 -43.80 37.70 9.76 -192.86 -3.77 276.85 10.82 151.49 -2.23 68.46 0.75 214.24 -2.68 509.88 0.74 -82.99 -0.30 114.99 0.79 57.71 0.15 -5.52 -0.18 96.73 -0.06 164.51 0.21 228.86 -0.17 72.00 0.07 542.63 0.13 29.50 -0.07 4.93 0.12 62.09 54.61 -253.00 38.80 277.49 168.48 44.18 -14.52 -298.44 -9.76 192.83 -43.80 -190.48 3.77 -276.87 2.23 -68.48 10.82 -622.89 -0.75 -214.26 -0.74 82.97 -2.68 -236.81 0.30 -115.02 0.14 49.86 0.79 -117.51 0.00 -74.75 -0.15 5.49 -0.26 -124.91 0.18 -96.75 -0.21 -228.88 -0.06 -587.32 0.17 -72.02 -0.13 -29.52 0.07 -183.15 0.06 -4.95 -0.00 -0.02 0.12 -8.98 3602.54 -362.30 -1371.29 1800.97 1300.53 838.56 1371.28 -1800.96 610.82 4043.24 971.04 1098.50 -953.02 45.97 -2857.02 -767.44 -1899.61 -359.71 -895.43 1042.69 -74.78 3716.28 -394.10 1933.10 336.08 -861.71 -2575.19 -962.35 -687.61 -560.15 -3176.85 2000.73 -4235.83 10346.89 -1830.77 3049.59 4235.83 -10346.89 3697.42 -10706.97 1421.83 -3773.35 -733.20 -849.66 -2318.95 -7546.74 -616.32 -1695.48 -733.20 849.66 -1896.36 -431.77 -452.90 71.97 1896.36 431.78 1458.68 1448.41 404.60 226.74 -1458.68 -1448.41 -442.64 94.25 -378.56 -269.62 442.64 -94.25 -1414.80 -1190.35 -192.21 -253.99 1414.80 1190.35 1028.04 2595.58 322.10 499.20 -1028.04 -2595.58 301.51 -588.47 -134.06 -587.54 -301.51 588.47 -1712.77 -343.78 -422.16 51.28 1712.77 343.79 1256.14 724.97 344.07 123.86 2435.96 -228.51 2915.25 500.88 3223.62 164.07 -265.51 2486.09 -6326.65 -877.82 -6229.48 1519.79 -2287.08 -2807.69 -2435.96 228.50 -2836.66 -1549.07 -2915.25 -500.89 -3600.30 2410.12 -3925.03 1150.14 -2350.45 -612.04 -2552.29 1497.26 -2953.46 533.27 -1548.67 -430.66 -1609.63 1193.45 -1902.59 459.51 -401.54 226.07 -469.93 1312.52 -613.40 1082.97 -2005.01 -979.37 -3825.74 5121.52 -4104.10 2915.54 -472.70 -14.03 -328.37 -58.93 -796.15 -72.51 -528.09 -540.29 -390.93 386.66 -1657.54 -277.09 -59.95 -78.33 -44.32 44.14 -188.06 -61.66 -265.52 -2486.08 1095.22 734.46 392.02 -827.63 2318.95 7546.75 3697.43 10706.97 841.74 2553.85 2575.19 962.35 3176.85 -2000.73 1699.56 -306.81 74.77 -3716.27 -336.09 861.71 -95.35 -1041.60 2857.02 767.45 895.42 -1042.68 1779.52 -130.53 -610.83 -4043.24 953.01 -45.96 197.67 -2362.23 3600.30 -2410.14 2881.38 950.50 3904.63 -879.30 -2881.38 -950.51 -2144.57 1495.80 -3027.68 328.48 2144.57 -1495.81 2350.45 612.02 2707.84 -532.40 2552.29 -1497.28 2164.21 451.48 2841.27 -630.00
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
379 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
44.07 -2164.21 44.07 1661.52 44.07 1609.63 44.08 -1492.00 3.53 857.57 3.54 -562.03 3.54 469.93 3.54 386.66 3.54 -324.61 1.33 328.38 1.34 -222.61 -0.03 -259.26 -0.03 -185.26 -0.02 -132.45 -0.02 -93.19 -0.01 -29.71 -0.01 -8.77 -0.00 -0.96 -0.03 390.93 -0.03 214.49 -0.02 156.04 -0.02 111.34 -0.02 76.09 -0.01 44.32 -0.01 16.53 -0.01 3.19 -0.00 -0.04
-451.50 -1661.52 -1206.18 1548.67 -1193.47 1492.00 -151.65 -1325.08 -489.81 2005.01 -581.66 -857.57 -1312.49 562.03 -936.20 401.54 343.92 -386.66 58.95 222.63 458.30 -755.44 -280.64 -214.49 -262.69 -156.04 -93.22 -111.34 -141.78 -76.09 -64.05 -16.53 65.28 -3.19 -25.34 0.04 -386.68 259.26 -247.27 185.26 -152.93 132.45 -91.82 93.19 -83.72 59.95 -44.17 29.71 28.34 8.77 48.42 0.96 18.45 -0.00
1206.16 -2304.65 430.64 1933.85 151.63 1868.46 -223.81 -1697.04 979.39 2014.89 489.83 -999.22 581.68 726.37 -226.05 554.79 936.22 -500.64 -458.28 547.62 -8.51 -972.05 247.24 -854.46 152.90 -615.58 91.80 -439.69 83.69 -305.32 -28.37 -83.40 -48.44 -21.58 -18.48 -1.67 280.61 1172.68 262.67 721.00 93.19 520.32 141.76 368.89 78.31 245.35 64.03 133.52 -65.31 45.64 25.31 7.50 -0.03 -0.07
17:07:07 03/17/10
454.61 -467.19 -627.61 -226.18 344.60 -64.64 -514.40 -818.08 901.05 -396.88 447.03 -60.23 -198.02 -2.56 -104.77 -166.69 30.38 -79.03 -191.30 27.77 -107.74 90.06 -9.76 35.82 -66.68 132.98 33.24
Helman O. Mozo
Page
Job
380 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 15 "SERVICIO 1-1"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ---------------------------------------------------------------------------------------------D0Z93P 0.2274 0 -0.006083 0.0000 0.0000 0.0000 0.2274 -1.325 93.33 D1Z93P 0.2272 -0.001385 -0.01393 -0.0027 0.3634 0.0661 1.552 -1.326 93.32 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0004869 -563.5 37.89 0.0000 0.0000 0.0000 -3.522 -570.5 46.48 D4Z13P 0.001874 175.5 -11.8 0.0000 0.0000 0.0000 0.001874 168.8 1.543 D5Z19P 0.005765 0.002659 0.003415 0.0065 0.0353 0.0100 -6.335 -6.338 18.74 D6Z26P 0.01328 -304.1 20.44 0.0000 0.0000 0.0000 -2.52 -309.9 46.73 D7Z31P 0.02007 208.3 -14.01 0.0000 0.0000 0.0000 0.02007 202.8 17.31 D8Z26P 0.01339 -0.0006306 0.004602 0.0134 0.0729 0.0122 -5.819 -5.833 26.29 D9Z13P 0.003247 0.0006696 0.002486 -0.0340 0.0304 0.0094 -6.7 -6.702 13.34 D10Z31P 0.02036 0.0003538 0.005077 -0.0247 0.0878 0.0172 -5.474 -5.494 31.33 D11Z36P 0.02842 0.002083 0.00549 0.0037 0.0931 0.0183 -5.13 -5.156 36.33 D12Z45P 0.04295 -0.001192 0.006089 0.0071 0.1253 0.0216 -4.56 -4.604 44.58 D13Z45P 0.04294 -469.2 31.55 0.0000 0.0000 0.0000 -2.34 -473.8 76.12 D14Z50P 0.05635 140.4 -9.446 0.0000 0.0000 0.0000 0.05635 136.2 40.91 D15Z55P 0.06982 0.002386 0.005925 0.0021 0.2402 0.0215 -3.813 -3.881 55.29 D16Z68P 0.1116 -0.004359 -0.01522 0.0063 0.1111 0.0590 3.143 -3.036 67.94 D17Z68P 0.1102 0.003014 0.005366 -0.0214 0.1526 0.0377 -2.921 -3.028 67.96 D18Z55P 0.0708 -0.003377 -0.0145 -0.0067 0.2358 0.0374 3.954 -3.887 55.27 D19Z75P 0.1387 -0.001365 -0.01552 -0.0081 0.2585 0.0553 2.673 -2.535 75.34 D20Z75P 0.1394 0.001324 0.004774 0.0233 0.2071 0.0360 -2.394 -2.532 75.36 D21Z81P 0.1653 -0.002956 -0.01509 -0.0119 0.2567 0.0610 2.298 -2.135 81.31 D22Z81P 0.1644 0.002173 0.004013 0.0015 0.2786 0.0368 -1.968 -2.13 81.33 D23Z86P 0.1868 0.001303 0.00332 0.0022 0.2864 0.0393 -1.64 -1.825 85.88 D24Z86P 0.1865 -0.001418 -0.01487 -0.0017 0.2924 0.0637 2.013 -1.828 85.86 D25Z90P 0.2063 -0.002564 -0.01436 -0.0071 0.3104 0.0657 1.783 -1.579 89.58 D26Z90P 0.2058 0.002009 0.002633 0.0074 0.2999 0.0406 -1.371 -1.574 89.6 D27Z93P 0.2272 0.00121 0.001894 0.0003 0.3651 0.0393 -1.098 -1.324 93.34 D28Z50P 0.05645 0.0007886 0.00602 -0.0271 0.1262 0.0278 -4.158 -4.214 50.36 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.001682 563.5 -37.89 0.0000 0.0000 0.0000 3.521 556.5 -29.3 D31Z19P 0.008136 -0.005149 -0.006767 -0.0078 0.0327 0.0155 6.349 -6.346 18.73 D32Z26P 0.01182 304.1 -20.45 0.0000 0.0000 0.0000 2.545 298.2 5.837 D33Z26P 0.01184 0.001757 -0.009787 -0.0278 0.0600 0.0196 5.845 -5.831 26.28 D34Z13P 0.002954 -0.0004223 -0.005199 0.0715 0.0678 0.0132 6.706 -6.704 13.33 D35Z31P 0.02008 -0.0002475 -0.01096 0.0476 0.1153 0.0259 5.514 -5.495 31.31 D36Z36P 0.02964 -0.003268 -0.01193 -0.0090 0.0902 0.0286 5.188 -5.161 36.31 D37Z45P 0.04128 0.00283 -0.01389 -0.0119 0.1214 0.0344 4.644 -4.6 44.56 D38Z45P 0.04127 469.2 -31.55 0.0000 0.0000 0.0000 2.424 464.6 13.02 D39Z50P 0.0564 -0.0007834 -0.01424 0.0480 0.1499 0.0421 4.271 -4.215 50.34 D40Z113P 0.3738 -1.107e-005 0.00411 0.0046 0.4670 0.0482 -0.9512 -1.325 113.3 D41Z113P 0.3738 -0.0002647 -0.01707 -0.0050 0.4655 0.0748 1.699 -1.325 113.2 D42Z110P 0.347 0.0002227 0.003897 0.0038 0.4549 0.0467 -0.978 -1.325 109.9 D43Z110P 0.3471 -0.000452 -0.01675 -0.0033 0.4551 0.0733 1.672 -1.325 109.9 D44Z107P 0.3211 0.000427 0.003629 0.0063 0.4420 0.0452 -1.004 -1.325 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
381 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.3211 -0.0006614 -0.01635 -0.0079 0.4409 0.2959 0.0006493 0.003303 0.0025 0.4250 0.296 -0.0008788 -0.01588 -0.0007 0.4261 0.2718 0.0008984 0.002911 0.0088 0.4073 0.2718 -0.001138 -0.01532 -0.0123 0.4047 0.249 0.001122 0.002443 -0.0003 0.3791 0.2491 -0.001358 -0.01467 0.0053 0.3832 0.2381 0.001354 0.002191 0.0023 0.3774 0.2603 -0.00171 -0.01502 -0.0039 0.3923 0.2837 0.0008975 0.003126 0.0036 0.4167 0.3084 -0.001069 -0.01614 -0.0035 0.4338 0.3339 0.0004267 0.003778 0.0028 0.4482 0.3604 -0.0005231 -0.01693 -0.0028 0.4614 0.3873 -4.261e-005 0.004205 0.0044 0.4660 0.2381 -0.001555 -0.01433 -0.0014 0.3785 0.2602 0.00131 0.002696 0.0037 0.3925 0.2838 -0.001163 -0.01562 -0.0035 0.4167 0.3083 0.000732 0.003482 0.0036 0.4338 0.334 -0.0007022 -0.01657 -0.0026 0.4486 0.3603 0.0002163 0.004017 0.0040 0.4613 0.3873 -0.0002328 -0.01722 -0.0073 0.4708 0.4035 -0.0001078 -0.01408 -0.0341 0.4721 0.4118 -0.0003416 -0.0006315 0.0099 0.4975 0.4117 0.0001457 -0.01252 -0.0225 0.4990 0.4035 -0.0001577 0.0009888 0.0243 0.4704 0.4245 -0.0001779 -0.0005388 -0.0063 0.5230 0.4246 0.0002552 -0.01266 0.0050 0.5258 0.4376 -0.0002397 -0.000445 0.0033 0.5290 0.4376 0.0001615 -0.01277 0.0001 0.5277 0.4508 -0.0002418 -0.0003768 0.0008 0.5331 0.4508 0.0002127 -0.01288 -0.0001 0.5330 0.4641 -0.0003051 -0.0003075 0.0015 0.5412 0.4641 0.0001595 -0.01296 0.0007 0.5409 0.4776 -0.0003074 -0.00026 0.0010 0.5455 0.4776 0.0001947 -0.01303 -0.0007 0.5456 0.4911 -0.0003586 -0.00021 0.0010 0.5478 0.4911 0.000147 -0.01309 0.0035 0.5472 0.5047 9.218e-005 -0.01315 -0.0012 0.5491 0.5047 -0.0003565 -0.0001755 0.0009 0.5505 0.5334 -0.0005392 -0.003141 -0.0012 0.5893 0.5333 0.00024 -0.01026 -0.0080 0.5924 0.5141 0.0001352 -0.0122 -0.0108 0.5534 0.5236 -0.0004055 -0.002138 0.0127 0.5588 0.5236 9.078e-005 -0.01123 -0.0152 0.5594 0.5141 -0.0004144 -0.001145 0.0080 0.5453 0.6441 5.492e-005 -0.002822 -0.0033 0.6456 0.6441 -0.0005907 -0.01071 0.0048 0.6457 0.5391 0.0002351 -0.01033 0.0067 0.6041 0.545 -0.0004484 -0.003037 -0.0021 0.6116 0.551 9.642e-005 -0.01045 0.0043 0.6189 0.557 -0.0003871 -0.002958 -0.0026 0.6259 0.5631 1.631e-005 -0.01054 0.0049 0.6322 0.5692 -0.0003238 -0.002903 -0.0029 0.6347 0.5754 -7.894e-005 -0.0106 0.0047 0.6363
17:07:07 03/17/10
0.0719 1.646 0.0437 -1.029 0.0704 1.621 0.0422 -1.053 0.0690 1.597 0.0408 -1.076 0.0675 1.574 0.0400 -1.087 0.0683 1.585 0.0430 -1.041 0.0712 1.633 0.0460 -0.9911 0.0741 1.685 0.0489 -0.9377 0.0668 1.563 0.0415 -1.065 0.0697 1.609 0.0445 -1.017 0.0726 1.659 0.0474 -0.9647 0.0755 1.712 0.0808 1.305 0.0490 -0.2782 0.0832 1.102 0.0491 -0.4982 0.0491 -0.2655 0.0825 1.115 0.0491 -0.2524 0.0818 1.128 0.0491 -0.2392 0.0811 1.141 0.0492 -0.2259 0.0804 1.154 0.0492 -0.2124 0.0797 1.168 0.0493 -0.1989 0.0790 1.181 0.0783 1.195 0.0493 -0.1853 0.0458 0.1834 0.0839 0.8833 0.0805 1.091 0.0474 0.06025 0.0831 0.9869 0.0493 -0.06261 0.0458 0.2941 0.0839 0.9941 0.0839 0.8891 0.0458 0.195 0.0839 0.901 0.0458 0.207 0.0839 0.9131 0.0458 0.2192 0.0839 0.9254
-1.326 -1.324 -1.326 -1.324 -1.326 -1.324 -1.326 -1.324 -1.327 -1.324 -1.326 -1.325 -1.326 -1.325 -1.327 -1.324 -1.326 -1.324 -1.326 -1.325 -1.325 -0.9018 -0.6903 -0.6899 -0.9018 -0.6902 -0.6897 -0.6902 -0.6898 -0.6902 -0.6898 -0.6903 -0.6898 -0.6903 -0.6898 -0.6904 -0.6899 -0.6899 -0.6904 -0.3505 -0.3498 -0.5765 -0.4637 -0.4632 -0.5771 -0.3499 -0.3506 -0.3498 -0.3504 -0.3499 -0.3504 -0.35 -0.3503 -0.3501
106.6 103.3 103.3 99.98 99.96 96.66 96.65 95 98.3 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8
Helman O. Mozo
Page
Job
382 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 0.5815 -0.0002606 D100Z136P 0.5877 -0.0001708 D101Z136P 0.594 -0.0001975 D102Z137P 0.6002 -0.0002638 D103Z138P 0.6065 -0.0001345 D104Z138P 0.6128 -0.0003567 D105Z139P 0.6191 -7.129e-005 D106Z139P 0.6253 -0.0004501 D107Z140P 0.6316 -8.113e-006 D108Z140P 0.6378 -0.0005438 D109Z92P 0.217 0.001514 D111Z88P 0.1971 0.001787 D113Z84P 0.1767 0.001785 D115Z79P 0.1522 0.001619 D117Z72P 0.1271 0.003404 D119Z62P 0.1037 0.0009792 D121Z9P -0.001669 0.0038 D122Z9P 0.0005015 -0.001618 D123Z132P 0.545 0.0001527 D124Z133P 0.557 5.967e-005 D125Z134P 0.5692 -3.208e-005 D126Z135P 0.5815 -0.0001247 D127Z136P 0.594 -0.0002174 D128Z138P 0.6065 -0.0003102 D129Z139P 0.6191 -0.0004033 D130Z140P 0.6316 -0.0004969 D131Z92P 0.2172 -0.001861 D132Z88P 0.197 -0.002095 D133Z84P 0.1764 -0.002 D134Z79P 0.1533 -0.002321 D135Z72P 0.1243 -0.002887 D136Z62P 0.1037 -0.001023 D137Z93P 213.1 -0.001528 D138Z93P 0.2242 -0.001668 D139Z9P 563.5 0.003802 D140Z13P 333.8 2.994e-005 D141Z26P 304.1 0.001776 D142Z31P 399.8 -0.0002723 D143Z45P 469.2 0.002834 D144Z50P 367.2 -0.0007535 D145Z68P 0.1084 0.001914 D146Z55P 0.06829 0.001598 D147Z75P 0.1357 -0.001377 D148Z81P 0.162 6.131e-005 D149Z86P 0.1836 -0.001546 D150Z90P 0.2032 -0.0004512 D151Z9P 563.5 -0.003628 D152Z9P -0.001325 -0.003625 D153Z0P 0 0 D154Z19P 0.00802 0.005028 D155Z26P 304.1 -0.002091 D156Z26P 0.01124 -0.002072 D157Z13P 0.003201 0.0004789 D158Z31P 0.01921 -0.0002976
-0.002864 -0.01065 -0.002838 -0.01068 -0.002824 -0.0107 -0.002822 -0.01071 -0.002822 -0.01071 0.002269 0.002941 0.00362 0.004421 0.004883 0.004966 -0.003875 0.001831 -0.01039 -0.01049 -0.01057 -0.01063 -0.01067 -0.01069 -0.01071 -0.01071 -0.01416 -0.0146 -0.015 -0.01527 -0.01552 -0.01444 -0.01432 -0.01411 37.88 22.44 20.43 26.87 31.53 24.67 -0.01529 -0.01445 -0.01565 -0.01527 -0.01504 -0.01455 37.88 -0.003738 0 -0.006562 20.43 -0.009587 -0.005017 -0.01076
-0.0029 0.0048 -0.0029 0.0048 -0.0030 0.0048 -0.0032 0.0048 -0.0033 0.0048 0.0209 -0.0128 0.0206 -0.0140 0.0279 -0.0004 0.0095 -0.0082 0.0080 0.0039 0.0050 0.0047 0.0048 0.0048 0.0048 0.0048 -0.0320 0.0202 -0.0326 0.0200 -0.0414 0.0095 0.0000 -0.0032 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0023 0.0067 0.0086 0.0088 0.0012 0.0086 0.0000 -0.0097 0.0000 0.0089 0.0000 0.0293 -0.0697 -0.0453
17:07:07 03/17/10
0.6401 0.6432 0.6455 0.6472 0.6487 0.6498 0.6477 0.6453 0.6456 0.6457 0.3316 0.2950 0.2832 0.2447 0.2451 0.1431 0.0245 0.0233 0.6107 0.6256 0.6346 0.6405 0.6454 0.6482 0.6476 0.6460 0.3207 0.3119 0.2681 0.2580 0.2318 0.1635 0.0000 0.3702 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1020 0.2365 0.2544 0.2666 0.2897 0.2998 0.0000 0.0254 0.0000 0.0283 0.0000 0.0562 0.0647 0.1120
0.0458 0.0839 0.0458 0.0839 0.0458 0.0839 0.0458 0.0839 0.0458 0.0839 0.0390 0.0411 0.0369 0.0382 0.0309 0.0331 0.0073 0.0049 0.0839 0.0839 0.0839 0.0839 0.0839 0.0839 0.0839 0.0839 0.0653 0.0658 0.0612 0.0604 0.0516 0.0503 0.0000 -0.0375 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0385 -0.0204 -0.0325 -0.0356 -0.0376 -0.0389 0.0000 -0.0047 0.0000 -0.0100 0.0000 -0.0117 -0.0092 -0.0164
0.2315 0.9377 0.244 0.9502 0.2565 0.9628 0.2691 0.9753 0.2816 0.9878 -1.223 -1.495 -1.791 -2.164 -2.633 -3.301 7.021 -7.022 0.895 0.907 0.9192 0.9315 0.944 0.9565 0.9691 0.9816 1.657 1.889 2.144 2.469 2.885 3.508 214.5 1.549 570.5 340.5 309.9 405.3 473.8 371.4 3.14 3.951 2.669 2.294 2.01 1.78 570.5 7.021 7.6 6.348 309.9 5.844 6.706 5.514
-0.3503 -0.3502 -0.3502 -0.3503 -0.3501 -0.3504 -0.3501 -0.3505 -0.35 -0.3505 -1.438 -1.691 -1.966 -2.314 -2.757 -3.404 -7.019 -7.024 -0.3498 -0.3499 -0.35 -0.3501 -0.3502 -0.3503 -0.3504 -0.3505 -1.442 -1.694 -1.97 -2.318 -2.763 -3.406 -0.001528 1.323 -3.519 2.994e-005 -2.531 -0.0002723 -2.38 -0.0007535 3.033 3.885 2.532 2.133 1.825 1.576 3.519 7.019 7.6 6.345 2.531 5.831 6.704 5.494
135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.99 62.41 8.586 8.592 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.61 87.86 83.76 78.58 71.97 62.39 93.32 93.32 46.47 35.78 46.72 58.19 76.11 75.03 67.94 55.27 75.34 81.31 85.86 89.58 46.47 8.586 0 18.73 46.72 26.28 13.33 31.31
Helman O. Mozo
Page
Job
383 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.02849 0.00247 0.03939 -0.004027 469.2 -0.004031 0.05421 -0.0007239 0.3734 -0.000208 0.3463 -0.0003893 0.3198 -0.0006253 0.2943 -0.0008397 0.2697 -0.001024 0.2465 -0.001245 0.258 -0.0006728 0.307 -0.000432 0.3598 -0.0001174 0.2353 -0.001277 0.2819 -0.0007768 0.333 -0.0003652 0.3872 2.038e-005 0.4036 9.676e-005 0.412 -4.233e-005 0.4248 0.0002429 0.4379 0.000195 0.4511 0.0002299 0.4644 0.0001753 0.4779 0.0002036 0.4915 0.0001584 0.5051 0.0001936 0.534 0.0002143 0.5145 0.0002028 0.5242 0.0003061 0.6433 -0.0005903 0.5397 0.0002398 0.5514 0.0001421 0.5634 4.094e-005 0.5755 -5.921e-005 0.5877 -0.0001569 0.6001 -0.0002544 0.6124 -0.0003517 0.6248 -0.0004487 0.6372 -0.000543 0.5455 0.0001635 0.5574 6.748e-005 0.5694 -2.629e-005 0.5816 -0.0001204 0.5939 -0.0002143 0.6062 -0.0003082 0.6186 -0.0004023 0.631 -0.0004964 0.214 -0.001235 0.1942 -0.000846 0.1736 -0.0008504 0.1499 -0.0005501 0.1211 0.0002301 0.1017 -0.000811 0.2243 0
-0.01175 -0.01377 31.53 -0.01416 -0.01724 -0.01692 -0.01653 -0.01606 -0.0155 -0.01485 -0.01519 -0.01631 -0.0171 -0.01451 -0.0158 -0.01674 -0.01739 -0.01415 -0.01253 -0.01265 -0.01277 -0.01287 -0.01296 -0.01302 -0.01309 -0.01314 -0.0102 -0.01218 -0.01119 -0.01065 -0.01027 -0.01038 -0.01048 -0.01054 -0.01059 -0.01062 -0.01064 -0.01065 -0.01065 -0.01033 -0.01044 -0.01051 -0.01057 -0.01061 -0.01063 -0.01065 -0.01065 -0.01436 -0.01477 -0.01515 -0.01545 -0.01563 -0.01438 -0.006077
0.0111 0.0138 0.0000 -0.0453 -0.0015 -0.0043 0.0005 -0.0069 0.0046 -0.0130 -0.0036 -0.0040 -0.0032 -0.0069 -0.0042 -0.0051 -0.0051 0.0195 0.0052 -0.0091 0.0027 -0.0003 0.0008 0.0002 0.0006 -0.0013 0.0012 0.0015 0.0060 0.0049 0.0022 0.0046 0.0045 0.0046 0.0047 0.0047 0.0047 0.0048 0.0048 0.0058 0.0055 0.0055 0.0052 0.0052 0.0052 0.0051 0.0049 0.0309 -0.0216 0.0326 -0.0197 0.0414 -0.0070 0.0000
17:07:07 03/17/10
0.0851 0.1170 0.0000 0.1441 0.4737 0.4625 0.4485 0.4336 0.4125 0.3907 0.3999 0.4414 0.4691 0.3865 0.4243 0.4560 0.4740 0.4726 0.4988 0.5245 0.5300 0.5341 0.5421 0.5461 0.5491 0.5520 0.5848 0.5505 0.5644 0.6375 0.5940 0.6108 0.6234 0.6288 0.6351 0.6390 0.6410 0.6378 0.6377 0.6027 0.6180 0.6265 0.6320 0.6373 0.6405 0.6396 0.6375 0.3207 0.3074 0.2701 0.2515 0.2347 0.1562 0.0000
-0.0177 -0.0209 0.0000 -0.0269 -0.0400 -0.0396 -0.0392 -0.0387 -0.0383 -0.0379 -0.0381 -0.0389 -0.0398 -0.0377 -0.0385 -0.0394 -0.0402 -0.0391 -0.0385 -0.0384 -0.0384 -0.0384 -0.0384 -0.0383 -0.0383 -0.0383 -0.0332 -0.0378 -0.0353 -0.0331 -0.0332 -0.0332 -0.0332 -0.0332 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0332 -0.0332 -0.0332 -0.0332 -0.0331 -0.0331 -0.0331 -0.0331 -0.0374 -0.0393 -0.0354 -0.0367 -0.0293 -0.0315 0.0000
5.187 4.643 473.8 4.269 1.698 1.671 1.645 1.619 1.595 1.572 1.583 1.632 1.685 1.56 1.607 1.658 1.712 1.305 1.102 1.115 1.128 1.141 1.154 1.168 1.181 1.195 0.884 1.091 0.9875 0.9933 0.8897 0.9014 0.9134 0.9255 0.9377 0.9501 0.9624 0.9748 0.9872 0.8955 0.9074 0.9194 0.9316 0.9439 0.9562 0.9686 0.981 1.654 1.886 2.141 2.466 2.881 3.506 0.2243
5.161 4.599 2.379 4.214 1.325 1.325 1.324 1.324 1.324 1.324 1.324 1.325 1.325 1.324 1.324 1.325 1.325 0.9018 0.69 0.6902 0.6902 0.6902 0.6902 0.6902 0.6902 0.6902 0.3502 0.5769 0.4636 0.3494 0.3502 0.3501 0.35 0.3499 0.3498 0.3497 0.3496 0.3496 0.3495 0.3502 0.3501 0.35 0.3499 0.3498 0.3497 0.3496 0.3495 1.439 1.691 1.967 2.315 2.761 3.404 1.325
36.31 44.56 76.11 50.34 113.2 109.9 106.6 103.3 99.96 96.65 98.3 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.61 87.86 83.76 78.58 71.97 62.39 93.33
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.2242 0.001408 0.002077 0.0046 0.3707 -0.0499 -1.101 D214Z9P -0.001357 -563.5 -37.89 0.0000 0.0000 0.0000 3.521 D215Z13P 0.001981 -175.5 -11.8 0.0000 0.0000 0.0000 0.001981 D216Z26P 0.01122 -304.1 -20.45 0.0000 0.0000 0.0000 2.544 D217Z31P 0.01919 -208.3 -14.01 0.0000 0.0000 0.0000 0.01919 D218Z45P 0.03938 -469.2 -31.55 0.0000 0.0000 0.0000 2.423 D219Z50P 0.05416 -140.4 -9.446 0.0000 0.0000 0.0000 0.05416 D220Z68P 0.1072 -0.0008501 0.00547 0.0048 0.1048 -0.0476 -2.924 D221Z55P 0.06737 -0.0007363 0.005911 -0.0045 0.2398 -0.0277 -3.816 D222Z75P 0.1358 0.001055 0.004956 -0.0110 0.2534 -0.0424 -2.398 D223Z81P 0.1615 0.0003093 0.004181 -0.0063 0.2702 -0.0464 -1.971 D224Z86P 0.1837 0.001237 0.003512 -0.0022 0.2901 -0.0489 -1.643 D225Z90P 0.2029 0.0005712 0.002811 -0.0105 0.3004 -0.0507 -1.374 D226Z9P 0.0009022 563.5 37.89 0.0000 0.0000 0.0000 -3.522 D227Z9P 0.0009436 0.001416 0.001673 0.0082 0.0249 -0.0057 -7.022 D228Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 D229Z19P 0.005601 -0.002544 0.003218 -0.0085 0.0298 -0.0124 -6.335 D230Z26P 0.01253 304.1 20.44 0.0000 0.0000 0.0000 -2.52 D231Z26P 0.01262 0.000984 0.004437 -0.0157 0.0701 -0.0152 -5.82 D232Z13P 0.003575 -0.0007508 0.002291 0.0318 0.0267 -0.0110 -6.7 D233Z31P 0.01942 0.0002037 0.00492 0.0220 0.0867 -0.0207 -5.475 D234Z36P 0.02729 -0.001303 0.005333 -0.0066 0.0895 -0.0226 -5.131 D235Z45P 0.04103 0.002351 0.006009 -0.0100 0.1216 -0.0268 -4.562 D236Z45P 0.04101 469.2 31.55 0.0000 0.0000 0.0000 -2.342 D237Z50P 0.05425 0.0006327 0.005976 0.0239 0.1235 -0.0335 -4.16 D238Z113P 0.3734 -4.793e-005 0.004281 0.0033 0.4739 -0.0591 -0.9516 D239Z110P 0.3462 0.0001834 0.00407 0.0036 0.4623 -0.0576 -0.9788 D240Z107P 0.3198 0.000405 0.003804 0.0013 0.4494 -0.0560 -1.005 D241Z103P 0.2943 0.0006244 0.00348 0.0051 0.4327 -0.0545 -1.031 D242Z100P 0.2697 0.0008219 0.003089 -0.0011 0.4149 -0.0530 -1.055 D243Z97P 0.2465 0.00104 0.002624 0.0080 0.3870 -0.0515 -1.079 D244Z98P 0.2578 0.0006331 0.002876 0.0039 0.4001 -0.0522 -1.067 D245Z105P 0.3069 0.000321 0.003657 0.0041 0.4414 -0.0553 -1.018 D246Z112P 0.3597 -3.347e-005 0.004189 0.0043 0.4691 -0.0583 -0.9653 D247Z95P 0.2353 0.001043 0.002373 0.0063 0.3857 -0.0507 -1.09 D248Z102P 0.2818 0.0005981 0.003304 0.0041 0.4244 -0.0537 -1.043 D249Z108P 0.3329 0.0001892 0.003952 0.0045 0.4556 -0.0568 -0.9921 D250Z115P 0.3871 -0.0001989 0.004375 -0.0002 0.4748 -0.0598 -0.9379 D251Z117P 0.4036 -0.0003034 0.001052 -0.0207 0.4797 -0.0638 -0.4981 D252Z118P 0.412 -0.0002041 -0.0006002 -0.0131 0.5013 -0.0655 -0.278 D253Z119P 0.4248 -0.0001692 -0.0004967 0.0047 0.5252 -0.0648 -0.2652 D254Z121P 0.4379 -0.0002641 -0.00042 0.0011 0.5293 -0.0640 -0.2521 D255Z122P 0.4511 -0.0002529 -0.0003405 0.0009 0.5340 -0.0632 -0.2389 D256Z124P 0.4644 -0.0003152 -0.0002846 0.0015 0.5419 -0.0625 -0.2256 D257Z125P 0.4779 -0.0003125 -0.0002273 0.0004 0.5463 -0.0617 -0.2121 D258Z126P 0.4915 -0.0003666 -0.0001871 0.0033 0.5480 -0.0609 -0.1985 D259Z128P 0.5051 -0.0004283 -0.0001454 0.0003 0.5495 -0.0601 -0.1849 D260Z131P 0.534 -0.0005206 -0.003182 -0.0075 0.5866 -0.0616 0.184 D261Z129P 0.5146 -0.0004662 -0.001148 -0.0037 0.5570 -0.0610 -0.06211 D262Z130P 0.5242 -0.000569 -0.002161 -0.0064 0.5655 -0.0619 0.06084 D263Z141P 0.6433 5.53e-005 -0.002862 -0.0033 0.6377 -0.0616 0.2933 D264Z131P 0.5397 -0.0004758 -0.003124 -0.0026 0.5953 -0.0616 0.1897 D265Z133P 0.5514 -0.0004278 -0.003032 -0.0035 0.6108 -0.0616 0.2014 D266Z134P 0.5634 -0.0003587 -0.002966 -0.0033 0.6241 -0.0616 0.2134
17:07:07 03/17/10
1.326 -556.5 -168.8 -298.2 -202.8 -464.6 -136.2 3.03 3.882 2.535 2.133 1.828 1.577 570.5 7.024 7.6 6.338 309.9 5.834 6.702 5.495 5.157 4.606 473.8 4.215 1.325 1.325 1.325 1.326 1.326 1.326 1.326 1.325 1.325 1.326 1.326 1.325 1.325 0.9014 0.6898 0.6898 0.6897 0.6897 0.6897 0.6897 0.6896 0.6896 0.3495 0.5762 0.4628 0.3501 0.3495 0.3496 0.3496
93.34 -29.3 1.543 5.837 17.31 13.02 40.91 67.96 55.29 75.36 81.33 85.88 89.6 46.48 8.592 0 18.74 46.73 26.29 13.34 31.32 36.33 44.58 76.12 50.36 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.5755 0.5877 0.6 0.6124 0.6248 0.6372 0.5455 0.5574 0.5694 0.5816 0.5939 0.6062 0.6186 0.631 0.2139 0.194 0.1735 0.1497 0.1209 0.1017 213.1 563.5 684.8 304.1 816.4 469.2 648.1 563.5 304.1 469.2 0.5391 0.551 0.5631 0.5754 0.5877 0.6002 0.6128 0.6253 0.6378
-0.0002952 -0.0002307 -0.0001667 -0.0001028 -3.929e-005 2.382e-005 -0.0004566 -0.0003921 -0.0003272 -0.0002628 -0.0001987 -0.0001347 -7.1e-005 -7.697e-006 0.001155 0.0007497 0.0007748 0.0006077 -0.0002292 0.0007386 0.00131 0.001422 -3.425e-005 0.001008 0.0002765 0.002356 0.0007106 -0.001622 -0.0006556 -0.001198 -0.0004567 -0.0003982 -0.0003416 -0.0002822 -0.0002225 -0.0001626 -0.0001026 -3.988e-005 2.315e-005
-0.002921 -0.002888 -0.002869 -0.002861 -0.002862 -0.002862 -0.003078 -0.002999 -0.002944 -0.002905 -0.002879 -0.002865 -0.002862 -0.002862 0.002458 0.003122 0.003813 0.004536 0.005282 0.00495 0.002149 -37.88 -46.04 -20.44 -54.88 -31.54 -43.56 -37.88 -20.44 -31.54 -0.003089 -0.002997 -0.00293 -0.002884 -0.002851 -0.002831 -0.002823 -0.002822 -0.002822
-0.0033 -0.0033 -0.0033 -0.0033 -0.0033 -0.0033 -0.0022 -0.0036 -0.0033 -0.0033 -0.0033 -0.0033 -0.0033 -0.0033 -0.0229 0.0116 -0.0213 0.0091 -0.0270 0.0006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0061 -0.0035 -0.0035 -0.0034 -0.0034 -0.0034 -0.0034 -0.0033 -0.0032
17:07:07 03/17/10
0.6282 0.6351 0.6391 0.6416 0.6372 0.6376 0.6028 0.6175 0.6266 0.6324 0.6374 0.6402 0.6397 0.6379 0.3300 0.2997 0.2819 0.2429 0.2496 0.1507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6023 0.6188 0.6316 0.6370 0.6432 0.6471 0.6491 0.6460 0.6458
-0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0616 -0.0495 -0.0508 -0.0465 -0.0471 -0.0389 -0.0398 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0458 0.0458 0.0458 0.0458 0.0458 0.0458 0.0458 0.0458 0.0458
0.2255 0.3497 134.8 0.2377 0.3498 135.9 0.25 0.3498 137 0.2624 0.3499 138.1 0.2748 0.35 139.2 0.2872 0.35 140.3 0.1955 0.3495 132 0.2074 0.3496 133.1 0.2194 0.3497 134.2 0.2316 0.3497 135.3 0.2439 0.3498 136.4 0.2562 0.3499 137.5 0.2686 0.3499 138.6 0.281 0.35 139.8 -1.226 1.441 91.63 -1.498 1.693 87.87 -1.794 1.968 83.78 -2.166 2.316 78.6 -2.639 2.76 71.99 -3.303 3.405 62.41 211.8 0.00131 93.34 556.5 3.524 -29.29 678.1 -3.425e-005 -32.7 298.2 2.534 5.848 810.9 0.0002765 -23.56 464.6 2.386 13.04 643.9 0.0007106 6.791 556.5 -3.524 -29.29 298.2 -2.533 5.848 464.6 -2.384 13.04 0.1891 -0.3505 131.4 0.201 -0.3504 132.6 0.2131 -0.3503 133.7 0.2254 -0.3503 134.8 0.2377 -0.3502 135.9 0.2502 -0.3502 137 0.2628 -0.3501 138.1 0.2753 -0.35 139.2 0.2878 -0.35 140.3
Joint Support Reactions for Load Case "SERVICIO 1-1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D2Z0P -32.40 0.0 -23.44 0.0 -270.30 0.0 0.0 273.24 0.0 -0.58 0.0 0.0 0.0 0.00 0.0 0.0 D29Z0P -60.61 0.0 50.82 0.0 548.49 0.0 0.0 554.16 0.0 1.08 0.0 0.5 0.0 -0.01 0.0 0.0 D153Z0P -59.65 0.0 -49.89 0.0 535.00 0.0 0.0 540.62 0.0 -1.05 0.0 0.4 0.0 -0.01 0.0 0.0 D228Z0P -31.85 0.0 22.51 0.0 -256.42 0.0 0.0 259.37 0.0 0.56 0.0 -0.1 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-1":
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.2131 0.0000 -0.7969 -0.2129 -0.0000 0.7969 0.2274 0.0000 -0.0061 D1Z93P 0.4498 0.0000 -1.6272 -0.4496 -0.0000 1.6272 0.2272 -0.0014 -0.0139 D2Z0P 0.6205 0.0000 -2.4977 31.7771 23.4379 272.7953 0.0000 0.0000 0.0000 D3Z9P 1.1321 0.0000 -5.1195 -1.1321 -0.5635 5.1574 0.0005 -563.5026 37.8852 D4Z13P 0.5116 0.0000 -2.6218 -0.5116 0.1755 2.6100 0.0019 175.4710 -11.7972 D5Z19P 3.4141 0.0000 -8.1856 -3.4141 0.0000 8.1856 0.0058 0.0027 0.0034 D6Z26P 0.6109 0.0000 -3.1120 -0.6109 -0.3041 3.1325 0.0133 -304.0528 20.4422 D7Z31P 0.6109 0.0000 -3.1120 -0.6108 0.2083 3.0980 0.0201 208.2839 -14.0057 D8Z26P 2.9352 0.0000 -5.5638 -2.9352 -0.0000 5.5638 0.0134 -0.0006 0.0046 D9Z13P 1.1021 0.0000 -3.8698 -1.1021 0.0000 3.8698 0.0032 0.0007 0.0025 D10Z31P 4.3282 0.0000 -7.1120 -4.3282 0.0000 7.1120 0.0204 0.0004 0.0051 D11Z36P 1.5560 0.0000 -5.6179 -1.5560 0.0000 5.6179 0.0284 0.0021 0.0055 D12Z45P 0.9427 0.0000 -4.2542 -0.9427 -0.0000 4.2542 0.0430 -0.0012 0.0061 D13Z45P 0.9427 0.0000 -4.2542 -0.9427 -0.4692 4.2857 0.0429 -469.2067 31.5466 D14Z50P 0.5100 0.0000 -2.0983 -0.5099 0.1404 2.0889 0.0564 140.4387 -9.4455 D15Z55P 1.4707 0.0000 -5.5598 -1.4707 0.0000 5.5598 0.0698 0.0024 0.0059 D16Z68P 3.5931 0.0000 -5.6802 -3.5930 -0.0000 5.6802 0.1116 -0.0044 -0.0152 D17Z68P 3.5931 0.0000 -5.6802 -3.5930 0.0000 5.6802 0.1102 0.0030 0.0054 D18Z55P 3.4881 0.0000 -5.9398 -3.4880 -0.0000 5.9398 0.0708 -0.0034 -0.0145 D19Z75P 0.9264 0.0000 -3.1649 -0.9262 -0.0000 3.1649 0.1387 -0.0014 -0.0155 D20Z75P 3.0789 0.0000 -3.5449 -3.0787 0.0000 3.5449 0.1394 0.0013 0.0048 D21Z81P 0.7053 0.0000 -2.3461 -0.7051 -0.0000 2.3461 0.1653 -0.0030 -0.0151 D22Z81P 0.7053 0.0000 -2.3461 -0.7051 0.0000 2.3461 0.1644 0.0022 0.0040 D23Z86P 0.5513 0.0000 -1.8579 -0.5511 0.0000 1.8579 0.1868 0.0013 0.0033 D24Z86P 0.5513 0.0000 -1.8579 -0.5511 -0.0000 1.8579 0.1865 -0.0014 -0.0149 D25Z90P 0.4829 0.0000 -1.6682 -0.4827 -0.0000 1.6682 0.2063 -0.0026 -0.0144 D26Z90P 0.4829 0.0000 -1.6682 -0.4827 0.0000 1.6682 0.2058 0.0020 0.0026 D27Z93P 0.4498 0.0000 -1.6272 -0.4496 0.0000 1.6272 0.2272 0.0012 0.0019 D28Z50P 0.5100 0.0000 -2.0983 -0.5099 0.0000 2.0984 0.0564 0.0008 0.0060 D29Z0P 0.6205 0.0000 -2.4977 59.9876 -50.8217 -545.9881 0.0000 0.0000 0.0000 D30Z9P 1.1321 0.0000 -5.1195 -1.1321 0.5635 5.0816 -0.0017 563.5048 -37.8869 D31Z19P 1.1225 0.0000 -5.7338 -1.1225 -0.0000 5.7338 0.0081 -0.0051 -0.0068 D32Z26P 0.6109 0.0000 -3.1120 -0.6109 0.3041 3.0916 0.0118 304.0541 -20.4480 D33Z26P 0.6109 0.0000 -3.1120 -0.6109 0.0000 3.1120 0.0118 0.0018 -0.0098 D34Z13P 0.5116 0.0000 -2.6218 -0.5116 -0.0000 2.6218 0.0030 -0.0004 -0.0052 D35Z31P 0.6109 0.0000 -3.1120 -0.6108 -0.0000 3.1120 0.0201 -0.0002 -0.0110 D36Z36P 1.0436 0.0000 -5.2679 -1.0436 -0.0000 5.2679 0.0296 -0.0033 -0.0119 D37Z45P 0.9427 0.0000 -4.2542 -0.9427 0.0000 4.2542 0.0413 0.0028 -0.0139 D38Z45P 0.9427 0.0000 -4.2542 -0.9427 0.4692 4.2226 0.0413 469.2083 -31.5546 D39Z50P 0.5100 0.0000 -2.0983 -0.5099 -0.0000 2.0983 0.0564 -0.0008 -0.0142 D40Z113P 0.2388 0.0000 -0.8655 -0.2385 -0.0000 0.8655 0.3738 -0.0000 0.0041 D41Z113P 0.2388 0.0000 -0.8655 -0.2385 -0.0000 0.8654 0.3738 -0.0003 -0.0171 D42Z110P 0.2373 0.0000 -0.8655 -0.2370 0.0000 0.8655 0.3470 0.0002 0.0039 D43Z110P 0.2373 0.0000 -0.8655 -0.2370 -0.0000 0.8654 0.3471 -0.0005 -0.0167 D44Z107P 0.2450 0.0000 -0.9179 -0.2447 0.0000 0.9179 0.3211 0.0004 0.0036 D45Z107P 0.2450 0.0000 -0.9179 -0.2447 -0.0000 0.9179 0.3211 -0.0007 -0.0164 D46Z103P 0.2434 0.0000 -0.9179 -0.2431 0.0000 0.9179 0.2959 0.0006 0.0033 D47Z103P 0.2434 0.0000 -0.9179 -0.2431 -0.0000 0.9179 0.2960 -0.0009 -0.0159 D48Z100P 0.2327 0.0000 -0.8655 -0.2324 0.0000 0.8655 0.2718 0.0009 0.0029 D49Z100P 0.2327 0.0000 -0.8655 -0.2324 -0.0000 0.8654 0.2718 -0.0011 -0.0153
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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Helman O. Mozo
Page
Job
388 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
389 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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Helman O. Mozo
Page
Job
390 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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-4.2542 -2.0983 -5.6802 -5.5598 -3.1649 -2.3461 -1.8579 -1.6682 -5.1195 -7.5713 -2.4977 -7.6952 -3.1120 -5.0734 -3.8698 -5.5638 -5.2679 -4.2542 -4.2542 -2.0983 -0.8655 -0.8655 -0.9179 -0.9179 -0.8655 -0.7969 -1.6623 -3.1557 -1.7309 -0.7969 -1.7833 -1.7833 -1.6774 -0.8119 -1.3109 -0.9792 -2.1004 -0.9604 -0.9494 -2.0784 -0.9384 -0.7035 -0.3307 -0.2343 -0.2343 -0.1032 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964
-0.9427 -0.4692 -0.5099 -0.1404 -3.5930 -0.0000 -1.4707 -0.0000 -0.9262 0.0000 -0.7051 0.0000 -0.5511 0.0000 -0.4827 0.0000 -1.1321 0.5635 -3.6981 0.0000 31.2324 -22.5051 -2.7053 -0.0000 -0.6109 0.3041 -2.2163 0.0000 -1.1021 -0.0000 -2.9874 0.0000 -1.0436 -0.0000 -0.9427 0.0000 -0.9427 0.4692 -0.5099 0.0000 -0.2385 -0.0000 -0.2370 0.0000 -0.2447 0.0000 -0.2431 0.0000 -0.2324 0.0000 -0.2129 0.0000 -0.4455 0.0000 -1.1248 0.0000 -0.4758 -0.0000 -0.2129 0.0000 -0.4758 0.0000 -0.4820 0.0000 -0.4508 -0.0000 -0.2120 -0.0000 -0.3123 -0.0000 -0.2004 -0.0000 -1.2721 -0.0000 -0.2014 -0.0000 -0.1990 -0.0000 -1.2757 -0.0000 -0.1971 -0.0000 -0.1840 -0.0000 -0.1171 -0.0000 -0.0851 -0.0000 -0.0851 -0.0000 -0.0338 0.0000 -0.0314 -0.0000 -0.0315 -0.0000 -0.0315 -0.0000 -0.0315 -0.0000 -0.0316 -0.0000 -0.0316 -0.0000 -0.0317 -0.0000 -0.0317 -0.0000
17:07:07 03/17/10
4.2226 2.0889 5.6802 5.5598 3.1649 2.3461 1.8579 1.6682 5.1574 7.5713 258.9142 7.6952 3.1325 5.0734 3.8698 5.5638 5.2679 4.2542 4.2857 2.0984 0.8655 0.8655 0.9179 0.9179 0.8655 0.7969 1.6624 3.1557 1.7309 0.7969 1.7833 1.7833 1.6774 0.8119 1.3109 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7035 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964
0.0394 -469.2099 -31.5546 0.0542 -140.4387 -9.4455 0.1072 -0.0009 0.0055 0.0674 -0.0007 0.0059 0.1358 0.0011 0.0050 0.1615 0.0003 0.0042 0.1837 0.0012 0.0035 0.2029 0.0006 0.0028 0.0009 563.5023 37.8850 0.0009 0.0014 0.0017 0.0000 0.0000 0.0000 0.0056 -0.0025 0.0032 0.0125 304.0534 20.4423 0.0126 0.0010 0.0044 0.0036 -0.0008 0.0023 0.0194 0.0002 0.0049 0.0273 -0.0013 0.0053 0.0410 0.0024 0.0060 0.0410 469.2082 31.5467 0.0543 0.0006 0.0060 0.3734 -0.0000 0.0043 0.3462 0.0002 0.0041 0.3198 0.0004 0.0038 0.2943 0.0006 0.0035 0.2697 0.0008 0.0031 0.2465 0.0010 0.0026 0.2578 0.0006 0.0029 0.3069 0.0003 0.0037 0.3597 -0.0000 0.0042 0.2353 0.0010 0.0024 0.2818 0.0006 0.0033 0.3329 0.0002 0.0040 0.3871 -0.0002 0.0044 0.4036 -0.0003 0.0011 0.4120 -0.0002 -0.0006 0.4248 -0.0002 -0.0005 0.4379 -0.0003 -0.0004 0.4511 -0.0003 -0.0003 0.4644 -0.0003 -0.0003 0.4779 -0.0003 -0.0002 0.4915 -0.0004 -0.0002 0.5051 -0.0004 -0.0001 0.5340 -0.0005 -0.0032 0.5146 -0.0005 -0.0011 0.5242 -0.0006 -0.0022 0.6433 0.0001 -0.0029 0.5397 -0.0005 -0.0031 0.5514 -0.0004 -0.0030 0.5634 -0.0004 -0.0030 0.5755 -0.0003 -0.0029 0.5877 -0.0002 -0.0029 0.6000 -0.0002 -0.0029 0.6124 -0.0001 -0.0029 0.6248 -0.0000 -0.0029
Helman O. Mozo
Page
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391 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0344 0.0640 0.0641 1.0700 0.0643 0.0644 0.0645 1.0773 0.0667 0.2367 1.6344 1.6792 0.4003 0.5261 3.0297 0.2131 1.1321 0.5116 0.6109 0.6109 0.9427 0.5100 1.1321 0.6109 0.9427 0.0320 0.0320 0.0321 0.0321 0.0322 0.0322 0.0323 0.0323 0.0344
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.8388 -3.8414 -0.7969 -5.1195 -2.6218 -3.1120 -3.1120 -4.2542 -2.0983 -5.1195 -3.1120 -4.2542 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-0.0338 -0.0634 -0.0635 -1.0694 -0.0637 -0.0638 -0.0639 -1.0767 -0.0661 -0.2364 -1.6342 -1.6791 -0.4001 -0.5260 -3.0296 -0.0000 -0.5686 0.1732 -0.3068 0.2055 -0.4734 0.1381 -0.5686 -0.3068 -0.4734 -0.0314 -0.0315 -0.0315 -0.0315 -0.0316 -0.0316 -0.0317 -0.0317 -0.0338
17:07:07 03/17/10
0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000
0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3262 1.8388 3.8414 0.7969 5.0816 2.5757 3.0916 3.0572 4.2227 2.0548 5.0816 3.0916 4.2227 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------D127P 48.80 -2081.40 -279.72 577.73 660.41 -876.44 221.90 D128P 48.80 -577.73 -660.41 -1031.95 1454.63 -788.59 389.09 D129P 48.80 23.78 -370.64 1332.71 -536.30 676.32 -452.18 D130P 48.80 -323.58 -137.96 -563.99 1455.75 -360.53 535.29 D131P 48.79 201.48 92.40 737.69 -1010.61 288.41 -281.98 D132P 48.79 -384.94 -753.69 757.33 4370.28 91.97 893.22 D133P 48.79 -757.33 -4370.28 -1389.64 -5476.54 -384.79 -1764.78 D134P 48.79 493.89 -440.42 893.32 -3931.26 280.12 -882.77 D135P 48.79 493.89 440.42 1457.90 -243.99 336.16 33.83 D136P 48.79 -1457.90 243.99 -1242.17 736.38 -325.61 118.23 D137P 48.79 1242.18 -736.38 211.99 21.04 289.53 -142.43 D138P 48.79 -211.98 -21.04 1424.27 -526.91 239.69 -108.34 D139P 48.79 -1424.27 526.91 -1363.93 1281.63 -367.64 238.47
0.6372 0.5455 0.5574 0.5694 0.5816 0.5939 0.6062 0.6186 0.6310 0.2139 0.1940 0.1735 0.1497 0.1209 0.1017 213.1315 563.5018 684.7762 304.0649 816.4024 469.2469 648.1060 563.5015 304.0655 469.2484 0.5391 0.5510 0.5631 0.5754 0.5877 0.6002 0.6128 0.6253 0.6378
0.0000 -0.0005 -0.0004 -0.0003 -0.0003 -0.0002 -0.0001 -0.0001 -0.0000 0.0012 0.0007 0.0008 0.0006 -0.0002 0.0007 0.0013 0.0014 -0.0000 0.0010 0.0003 0.0024 0.0007 -0.0016 -0.0007 -0.0012 -0.0005 -0.0004 -0.0003 -0.0003 -0.0002 -0.0002 -0.0001 -0.0000 0.0000
-0.0029 -0.0031 -0.0030 -0.0029 -0.0029 -0.0029 -0.0029 -0.0029 -0.0029 0.0025 0.0031 0.0038 0.0045 0.0053 0.0049 0.0021 -37.8838 -46.0381 -20.4370 -54.8822 -31.5391 -43.5643 -37.8837 -20.4370 -31.5391 -0.0031 -0.0030 -0.0029 -0.0029 -0.0029 -0.0028 -0.0028 -0.0028 -0.0028
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
48.78 48.78 48.78 22.11 255.96 22.11 22.11 22.12 22.12 -19.15 -19.15 16.66 -0.03 -0.01 255.96 48.79 48.79 48.80 48.80 48.80 22.11 22.11 22.12 22.12 22.12 22.12 22.12 22.13 -19.15 -19.15 -19.15 -19.15 -19.15 16.67 16.67 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.02 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00 -33.43 -33.43 -33.43
1363.93 -27.84 -1369.65 -1203.34 381.53 1271.60 1563.82 1290.09 878.32 -163.09 -51.86 132.91 139.80 -0.14 381.54 -893.32 -737.69 563.99 -1332.71 1031.96 -2062.28 1614.04 -1140.40 -1439.48 1198.71 -912.85 -852.01 733.09 279.80 -269.57 228.62 -31.64 251.85 -106.36 98.21 -35.34 8.95 -2.16 0.60 0.09 0.08 0.04 52.23 -13.20 3.40 -0.78 0.23 -0.02 0.09 0.06 0.02 -2297.68 -787.31 556.33
-1281.63 291.05 207.31 86.25 654.62 -1671.94 -571.64 -657.53 -466.81 -40.26 -30.78 223.46 -288.05 -35.64 -654.61 3931.27 1010.62 -1455.75 536.31 -1454.62 -379.93 -924.67 -327.59 -154.72 -589.90 -213.55 -194.31 -235.89 -154.88 -358.10 -413.03 -119.33 -63.88 -73.73 184.35 -144.31 -103.00 18.73 -49.74 -15.99 91.57 6.99 -50.61 -93.19 -88.16 -70.85 -29.51 -15.21 -28.07 -26.26 0.68 283.15 813.52 -183.36
27.85 -291.05 1369.65 -207.31 -1119.96 405.84 -1563.82 571.64 2688.51 -935.62 1203.34 -86.26 2062.28 379.92 1439.48 154.72 852.01 194.31 -228.62 413.03 1215.30 2586.83 106.35 73.74 -52.23 50.60 0.02 15.20 -382.46 789.67 -1389.64 5476.55 384.94 753.69 -201.48 -92.39 323.58 137.96 -23.78 370.64 -1614.04 924.66 1140.40 327.58 -1290.09 657.52 -1198.71 589.89 912.85 213.55 -878.32 466.81 -733.09 235.88 857.21 316.32 51.86 30.79 -279.80 154.89 269.57 358.11 163.09 40.26 31.64 119.34 -98.21 -184.34 302.53 -103.48 13.20 93.18 -3.40 88.15 0.78 70.84 -0.23 29.50 -0.09 28.06 -0.06 26.25 -0.02 -0.69 35.34 144.30 -8.95 102.99 2.16 -18.74 -0.60 49.73 0.14 35.63 -0.09 15.98 -0.08 -91.58 -0.04 -7.00 0.00 -0.01 787.31 -813.53 -830.34 -1785.84 1837.26 147.23
17:07:07 03/17/10
256.82 -290.20 281.22 17.55 -288.53 71.06 -1666.96 396.32 2901.13 -265.54 1486.45 -1055.98 2184.40 -115.50 1644.32 -302.90 1042.37 -164.16 -275.72 262.39 818.92 1799.13 237.79 295.38 157.95 -428.26 -0.21 -36.87 -0.44 63.81 -319.41 1316.23 -104.23 521.30 132.28 -564.90 -478.55 319.76 582.40 -626.19 -2214.65 328.15 1659.30 -359.69 -1464.15 198.75 -1589.27 262.15 1272.03 -226.72 -1079.02 152.56 -954.88 25.04 958.01 48.45 233.45 -87.35 -386.69 -143.03 350.66 -38.65 92.53 -55.65 199.54 39.04 -203.31 -256.49 398.27 80.37 -39.94 -92.23 10.01 -26.77 -2.49 161.54 0.67 -36.49 0.01 21.76 0.04 212.50 0.03 11.36 157.95 168.98 -39.94 17.67 10.01 -192.81 -2.49 -38.10 0.67 11.03 -0.21 1.39 0.01 -215.80 0.04 -59.98 0.03 1.21 -880.35 -309.14 -792.49 -476.34 1193.39 -18.01
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -33.42 -6.48 -85.60 -6.48 -6.48 -6.48 -6.49 0.72 0.72 1.63 0.01 0.00 -85.59 -33.42 -33.42 -33.42 -33.43 -33.43 -6.48 -6.48 -6.48 -6.48 -6.49 -6.49 -6.49 -6.49 0.72 0.72 0.72 0.72 0.72 1.62 1.62 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.01
303.94 87.20 -403.50 -987.66 550.07 550.07 -1489.08 1265.97 -216.26 -1416.00 1353.48 -9.90 -1307.66 1226.50 176.66 -1423.15 -1554.34 -1286.90 -854.76 -205.43 -963.40 149.85 -154.71 -33.16 176.66 -1066.07 -579.25 220.18 -1837.26 830.34 2058.08 -1615.30 1142.07 1444.20 -1203.38 898.80 913.19 -819.29 421.30 -285.15 235.21 186.89 -101.89 -127.92 80.18 -119.65 -91.51 -66.27 -47.52 -19.87 -8.32 -2.19 167.33 103.60
-548.26 47.76 745.35 4625.71 507.89 -507.89 -182.97 686.60 30.53 -502.96 1279.28 -327.08 -222.92 119.50 -1058.91 -1826.26 -563.20 -657.77 -475.64 97.56 -446.72 5.57 -140.42 -30.14 1058.90 -4098.36 -1239.44 1906.44 -147.23 1785.83 -400.31 -920.25 -314.05 -159.84 -584.03 -200.81 -219.06 -260.93 -92.75 -301.45 -482.34 -392.07 110.04 -21.47 -191.02 -129.16 -101.75 -32.08 -56.37 -25.40 30.80 -9.63 -126.08 -106.73
-220.18 579.26 987.66 -1655.55 1066.07 1489.08 -1265.97 216.26 1416.00 -1353.48 9.90 1307.66 -1050.01 1554.34 2599.81 -1226.50 -2058.08 -1444.20 -913.19 -235.21 -1622.64 127.91 -167.33 -26.36 -601.36 -1655.55 403.50 -87.20 -303.94 -556.33 1615.30 -1142.07 1286.90 1203.38 -898.80 854.76 819.29 -623.63 963.40 -421.30 285.15 205.43 -186.89 -80.18 208.68 -103.60 -78.37 -55.45 -40.15 -13.77 -3.77 -1.18 119.65 91.51
-1906.45 1239.43 -4625.71 5732.95 4098.36 182.97 -686.61 -30.53 502.96 -1279.28 327.08 222.92 -437.59 563.19 292.79 -119.51 400.30 159.83 219.05 482.34 2054.05 21.46 126.07 18.99 -267.29 -5732.95 -745.35 -47.77 548.25 183.35 920.24 314.04 657.77 584.03 200.80 475.63 260.92 -226.84 446.73 92.76 301.46 -97.55 392.08 191.02 -9.98 106.72 58.17 35.47 34.49 -11.50 -19.39 -4.55 129.15 101.74
17:07:07 03/17/10
34.02 -997.10 204.66 395.29 144.28 -958.36 -473.73 1856.52 326.34 930.14 351.21 -55.96 -332.25 -104.87 295.12 130.63 237.21 105.48 -365.17 -235.00 251.58 296.41 271.99 -21.83 -273.23 -76.55 1675.20 411.26 2623.71 -723.97 -1591.38 -1168.63 -2176.15 -98.13 -1645.24 -299.97 -1065.03 -154.57 -310.16 408.18 -1820.24 1131.35 276.06 26.86 -580.85 -25.88 -107.35 -20.12 -200.67 374.03 -380.78 -1375.49 -51.93 -586.45 48.52 678.21 -1015.42 190.18 158.29 1137.55 2212.88 313.22 -1661.07 -365.19 1463.23 207.06 1594.93 255.54 -1266.38 -230.87 1056.36 165.56 1043.66 25.22 -869.23 -293.84 974.65 249.16 -497.25 -146.89 366.26 -127.31 276.15 -344.63 -203.27 353.43 -206.83 168.51 287.09 -199.77 -402.65 -40.47 -306.41 -78.60 -219.52 6.11 -158.12 -39.47 -60.66 -66.54 -21.80 20.59 -6.09 -25.59 517.61 5.54 351.90 -9.01
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P 0.01 78.38 D366P 0.01 55.45 D367P 0.01 40.15 D368P 0.00 26.36 D369P 0.00 13.77 D370P 0.00 3.77 D371P 0.00 1.18 D489P -40.11 1824.33 D490P -40.11 691.39 D491P -40.11 -627.42 D492P -40.11 -544.62 D493P -40.11 -186.14 D494P -40.10 1.73 D495P -40.10 1764.70 D496P -40.10 -370.45 D497P -40.10 -370.45 D498P -40.10 761.24 D499P -40.10 -542.71 D500P -40.10 218.93 D501P -40.10 459.50 D502P -40.10 -182.79 D503P -40.10 -251.59 D504P -40.10 587.48 D505P -23.21 -1071.38 D506P -213.02 -188.34 D507P -23.21 1162.94 D508P -23.21 1163.68 D509P -23.22 897.81 D510P -23.22 580.77 D511P 21.29 -113.75 D512P 21.30 -36.75 D513P -9.66 -37.46 D514P 0.02 46.88 D515P 0.01 -0.05 D516P -213.02 -188.35 D517P -40.10 1493.77 D518P -40.11 370.21 D519P -40.11 461.54 D520P -40.11 1365.34 D521P -40.11 -156.38 D522P -23.22 -1386.30 D523P -23.22 1118.66 D524P -23.22 -841.34 D525P -23.22 -954.98 D526P -23.22 804.92 D527P -23.22 -631.21 D528P -23.22 -542.87 D529P -23.22 488.05 D530P 21.30 203.28 D531P 21.29 -192.32 D532P 21.29 165.16 D533P 21.29 -22.41 D534P 21.29 162.68 D535P -9.67 55.43
-58.18 -35.48 -34.50 -19.00 11.48 19.38 4.54 176.68 753.52 -167.19 -543.34 39.95 756.19 4618.14 504.90 -504.91 -191.33 708.41 49.78 -577.83 1337.33 -360.05 -217.46 -149.22 -680.67 -1417.06 9.95 -32.55 -22.59 -116.53 -381.20 -193.54 -132.90 -14.30 680.67 -4101.00 -1213.21 1869.98 -106.86 1781.11 -1383.24 -161.60 -837.61 -876.25 32.44 -678.71 -684.73 179.03 -11.24 -451.35 -314.94 -44.59 -109.70 66.96
66.27 47.52 33.16 19.87 8.32 2.19 0.00 -691.39 156.38 -1365.34 -461.55 -370.21 -1764.70 2237.72 -1493.77 -761.24 542.71 -218.93 -459.50 182.79 251.59 -587.49 344.29 -1163.68 -1936.48 1071.38 1386.30 954.98 542.87 -165.16 785.74 -55.43 -17.20 0.00 280.36 2237.72 -1.73 186.14 544.61 627.42 -1118.66 841.34 -897.81 -804.92 631.21 -580.77 -488.05 675.05 36.75 -203.28 192.32 113.75 22.41 25.79
32.07 56.36 30.13 25.38 -30.81 9.62 -0.01 -753.53 -1781.12 106.86 -1869.99 1213.20 -4618.14 5741.21 4100.99 191.33 -708.41 -49.78 577.83 -1337.33 360.05 217.46 -443.39 -9.96 797.59 149.22 1383.24 876.24 684.72 314.95 1952.87 -66.96 121.12 35.25 -640.19 -5741.21 -756.19 -39.96 543.33 167.19 161.59 837.60 32.54 -32.44 678.70 22.58 -179.04 278.55 381.21 11.25 451.36 116.54 44.60 189.54
17:07:07 03/17/10
260.88 -47.09 185.72 37.66 132.22 -7.88 83.38 11.52 39.83 -34.86 10.76 52.31 2.13 8.17 660.36 -336.23 415.32 -503.42 -993.55 -30.08 -408.70 -980.29 -170.85 384.83 -435.41 -953.82 717.33 1856.64 -376.44 930.06 -194.92 -54.01 157.25 -108.50 -151.64 131.13 -47.57 124.09 84.69 -252.52 12.70 313.21 -175.86 -29.88 107.99 -76.59 -1346.42 -95.89 -2007.93 110.49 1341.94 -761.47 1536.13 839.27 1116.14 508.25 676.89 398.87 -196.31 139.67 527.19 1106.25 -92.31 -258.90 53.54 -21.24 -0.09 37.79 43.48 19.13 522.07 -1377.01 108.87 -581.90 236.33 667.76 905.76 206.99 272.11 1125.49 -1509.01 -735.93 1180.72 407.23 -1047.68 -484.98 -1060.18 -547.40 865.14 428.40 -730.11 -395.26 -621.03 -520.34 700.66 275.65 168.95 260.41 -278.45 -309.77 251.62 96.02 64.29 50.64 130.28 -45.82 80.73 254.92
Helman O. Mozo
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Job
395 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-9.67 -25.79 -189.54 -127.12 60.04 -151.96 -128.70 0.02 -12.49 -99.02 4.68 131.78 -14.09 59.08 0.02 3.13 -65.48 -1.22 125.16 3.45 107.63 0.01 -0.69 49.94 0.22 95.96 -0.85 263.14 0.01 0.25 -25.88 -0.10 52.12 0.27 47.33 0.01 0.05 2.78 -0.07 45.60 -0.04 87.27 0.00 0.09 103.18 -0.07 31.94 0.03 243.70 0.00 0.05 11.41 -0.03 2.31 0.05 24.75 0.02 17.20 -121.13 12.49 99.01 53.54 -39.90 0.02 -4.68 -131.79 -3.13 65.47 -14.09 -119.60 0.01 1.22 -125.17 0.69 -49.95 3.45 -315.84 0.01 -0.22 -95.97 -0.25 25.87 -0.85 -126.44 0.01 0.10 -52.13 0.05 14.29 0.27 -68.26 0.01 -0.00 -35.26 -0.05 -2.79 -0.09 -68.63 0.01 0.07 -45.61 -0.09 -103.20 -0.04 -268.40 0.00 0.07 -31.95 -0.05 -11.42 0.03 -78.22 0.00 0.03 -2.32 -0.00 -0.01 0.05 -4.21 34.35 1438.67 -121.60 -556.49 793.92 514.20 391.88 34.34 556.48 -793.92 -7.06 1935.11 269.16 559.07 34.34 -565.79 153.36 -1309.02 -255.44 -934.74 -50.89 34.34 -657.50 645.09 -282.64 1822.89 -381.88 1002.50 34.34 145.83 -391.24 -1309.22 -388.54 -357.26 -239.46 34.34 -1934.80 1176.75 -2610.01 5489.93 -1122.47 1646.52 34.34 2610.00 -5489.92 2263.71 -5757.35 873.48 -2015.78 34.33 -342.40 -466.63 -1425.96 -4026.59 -357.08 -907.31 34.33 -342.40 466.63 -725.82 -254.99 -183.98 36.45 34.33 725.82 254.99 506.26 775.27 148.58 124.24 34.33 -506.27 -775.27 -215.67 40.83 -143.74 -146.23 34.33 215.67 -40.83 -447.36 -619.10 -45.81 -130.48 34.33 447.36 619.10 191.15 1333.02 84.19 257.40 34.33 -191.15 -1333.02 224.58 -307.09 6.17 -302.64 34.33 -224.58 307.09 -660.52 -190.71 -185.50 24.39 34.33 660.52 190.71 429.13 395.92 126.28 67.99 22.68 1035.70 -174.77 1177.66 6.63 1333.35 -101.29 119.81 -65.51 1024.35 -2551.91 -402.50 -2473.42 587.64 22.68 -929.39 -1105.20 -1035.70 174.76 -1180.24 -558.82 22.68 -1177.66 -6.64 -1394.02 1394.88 -1549.21 836.29 22.69 -898.93 -37.45 -956.78 881.95 -1117.90 508.74 22.69 -568.13 -15.60 -578.98 659.82 -691.03 388.09 1.06 -144.24 164.22 -170.20 583.43 -221.33 526.25 1.06 -760.94 -378.12 -1507.52 2101.43 -1596.70 1212.99 0.99 -189.55 -0.54 -127.00 -23.16 -314.61 -23.56 -0.01 -213.30 -222.28 -148.13 158.23 -651.87 -115.51 -0.01 -19.12 -30.08 -13.16 18.93 -58.21 -20.12 119.81 -65.52 -1024.35 400.93 326.01 158.48 -329.96 34.34 1425.96 4026.60 2263.71 5757.35 516.22 1368.86 34.34 1309.21 388.54 1934.79 -1176.74 958.51 -232.89 34.34 282.63 -1822.88 -145.84 391.24 49.92 -522.39 34.34 1309.01 255.44 657.49 -645.09 932.58 -184.78 34.34 7.06 -1935.10 565.78 -153.36 330.92 -1206.46 22.68 1394.02 -1394.89 1116.82 157.16 1512.56 -745.62 22.69 -1116.82 -157.17 -837.29 832.75 -1177.18 406.98 22.69 837.29 -832.76 898.93 37.44 1045.92 -479.11 22.69 956.78 -881.96 809.44 -29.00 1063.99 -548.77
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
396 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
22.69 22.69 22.69 22.69 1.06 1.06 1.06 1.06 1.06 0.99 1.00 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00
-809.44 620.37 578.98 -543.23 319.78 -205.03 170.20 141.91 -133.76 127.01 -82.50 -95.97 -65.97 -45.92 -31.69 -7.56 -0.67 0.75 148.13 77.82 54.38 38.51 25.25 13.16 2.62 -0.38 -0.68
29.00 -683.96 -659.83 65.72 -204.39 -202.59 -583.42 -391.84 134.31 23.17 184.76 -111.63 -105.88 -31.08 -56.69 -25.33 30.80 -9.69 -158.25 -100.03 -59.75 -35.14 -34.63 -18.94 11.51 19.35 4.52
-620.37 568.13 543.23 -528.57 760.94 -319.78 205.03 144.24 -141.91 82.51 -307.99 -77.82 -54.38 -38.51 -25.25 -2.62 0.38 0.68 95.97 65.97 45.92 31.69 19.12 7.56 0.67 -0.75 -0.00
683.96 15.59 -65.73 -38.43 378.13 204.40 202.60 -164.21 391.85 -184.75 -6.26 100.02 59.73 35.12 34.62 -11.53 -19.36 -4.53 111.62 105.87 31.07 56.68 30.07 25.32 -30.81 9.68 -0.01
17:07:07 03/17/10
-861.33 715.97 676.03 -645.66 760.68 -369.40 264.11 201.41 -194.04 208.23 -388.09 -313.44 -217.06 -152.28 -102.70 -18.35 -0.53 2.58 440.25 259.34 180.90 126.61 80.01 37.36 5.92 -2.04 -1.23
429.49 -402.64 -437.08 16.44 122.29 1.28 -268.05 -391.39 370.35 -160.59 177.39 -20.93 -83.23 7.30 -39.81 -66.48 20.63 -25.63 -84.09 10.53 -51.73 38.85 -8.21 11.51 -34.80 52.35 8.12
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D188Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D91Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D197Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D108Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D205Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D130Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.8 14.8 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.8 14.8 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.8 14.8 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.8 14.8 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.6 14.6 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.6 14.6 D204Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.6 14.6 D129Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.6 14.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D303Z138P D270Z138P D195Z138P D104Z138P D103Z138P D278Z138P D203Z138P D128Z138P D302Z137P D269Z137P D194Z137P D102Z137P D101Z136P D277Z136P D202Z136P D127Z136P D301Z136P D268Z136P D193Z136P D100Z136P D99Z135P D276Z135P D201Z135P D126Z135P D300Z135P D267Z135P D192Z135P D98Z135P D97Z134P D275Z134P D200Z134P D125Z134P D299Z134P D266Z134P D191Z134P D96Z134P D95Z133P D274Z133P D199Z133P D124Z133P D298Z133P D265Z133P D190Z133P D94Z133P D93Z132P D273Z132P D198Z132P D123Z132P D297Z131P D264Z131P D189Z131P D92Z131P D84Z131P D260Z131P
138.09 138.09 138.09 138.09 137.54 137.54 137.53 137.53 136.99 136.99 136.98 136.98 136.43 136.43 136.42 136.42 135.88 135.88 135.87 135.87 135.32 135.32 135.31 135.31 134.77 134.77 134.76 134.76 134.21 134.21 134.21 134.21 133.66 133.66 133.65 133.65 133.10 133.10 133.10 133.10 132.55 132.55 132.54 132.54 132.00 132.00 131.99 131.99 131.44 131.44 131.43 131.43 130.89 130.89
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.57 0.57 0.57 0.57 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.53 0.53
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
14.5 14.5 14.5 14.5 14.4 14.3 14.3 14.4 14.2 14.2 14.2 14.2 14.1 14.1 14.1 14.1 13.9 13.9 13.9 13.9 13.8 13.8 13.8 13.8 13.6 13.6 13.6 13.6 13.5 13.5 13.5 13.5 13.3 13.3 13.3 13.3 13.2 13.2 13.2 13.2 13.0 13.0 13.0 13.0 12.9 12.9 12.9 12.9 12.8 12.8 12.8 12.8 12.6 12.6
14.5 14.5 14.5 14.5 14.4 14.3 14.3 14.4 14.2 14.2 14.2 14.2 14.1 14.1 14.1 14.1 13.9 13.9 13.9 13.9 13.8 13.8 13.8 13.8 13.6 13.6 13.6 13.6 13.5 13.5 13.5 13.5 13.3 13.3 13.3 13.3 13.2 13.2 13.2 13.2 13.0 13.0 13.0 13.0 12.9 12.9 12.9 12.9 12.8 12.8 12.8 12.8 12.6 12.6
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D185Z131P D85Z131P D87Z130P D262Z130P D187Z130P D88Z130P D89Z129P D261Z129P D186Z129P D86Z129P D259Z128P D83Z128P D184Z128P D82Z128P D258Z126P D80Z126P D183Z126P D81Z126P D257Z125P D78Z125P D182Z125P D79Z125P D256Z124P D76Z124P D77Z124P D181Z124P D255Z122P D74Z122P D180Z122P D75Z122P D254Z121P D72Z121P D73Z121P D179Z121P D253Z119P D70Z119P D178Z119P D71Z119P D252Z118P D67Z118P D68Z118P D177Z118P D251Z117P D69Z117P D66Z117P D176Z117P D250Z115P D58Z115P D65Z115P D175Z115P D238Z113P D40Z113P D41Z113P D163Z113P
130.88 130.88 129.89 129.89 129.89 129.89 128.90 128.90 128.89 128.89 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.63 123.63 122.23 122.23 122.21 122.21 120.81 120.81 120.79 120.79 119.39 119.39 119.37 119.37 117.96 117.96 117.95 117.95 116.95 116.95 116.94 116.94 114.92 114.92 114.90 114.90 113.26 113.26 113.24 113.24
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.53 0.53 0.52 0.52 0.52 0.52 0.51 0.51 0.51 0.51 0.51 0.50 0.51 0.50 0.49 0.49 0.49 0.49 0.48 0.48 0.48 0.48 0.46 0.46 0.46 0.46 0.45 0.45 0.45 0.45 0.44 0.44 0.44 0.44 0.42 0.42 0.42 0.42 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.39 0.39 0.39 0.39 0.37 0.37 0.37 0.37
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
12.6 12.6 12.4 12.4 12.4 12.4 12.2 12.2 12.2 12.2 12.0 11.9 12.0 11.9 11.6 11.6 11.6 11.6 11.3 11.3 11.3 11.3 11.0 11.0 11.0 11.0 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.0 10.1 10.0 9.7 9.7 9.7 9.7 9.6 9.5 9.5 9.6 9.2 9.2 9.2 9.2 8.8 8.8 8.8 8.8
12.6 12.6 12.4 12.4 12.4 12.4 12.2 12.2 12.2 12.2 12.0 11.9 12.0 11.9 11.6 11.6 11.6 11.6 11.3 11.3 11.3 11.3 11.0 11.0 11.0 11.0 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.0 10.1 10.0 9.7 9.7 9.7 9.7 9.6 9.5 9.5 9.6 9.2 9.2 9.2 9.2 8.8 8.8 8.8 8.8
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D246Z112P D64Z112P D57Z112P D171Z112P D239Z110P D42Z110P D43Z110P D164Z110P D249Z108P D56Z108P D63Z108P D174Z108P D240Z107P D44Z107P D45Z107P D165Z107P D245Z105P D62Z105P D55Z105P D170Z105P D241Z103P D46Z103P D47Z103P D166Z103P D248Z102P D54Z102P D61Z102P D173Z102P D242Z100P D48Z100P D49Z100P D167Z100P D244Z98P D60Z98P D53Z98P D169Z98P D243Z97P D50Z97P D51Z97P D168Z97P D247Z95P D52Z95P D59Z95P D172Z95P D213Z93P D27Z93P D212Z93P D0Z93P D1Z93P D138Z93P D281Z92P D109Z92P D131Z92P D206Z92P
111.60 111.60 111.58 111.58 109.94 109.94 109.92 109.92 108.28 108.28 108.26 108.26 106.62 106.62 106.60 106.60 104.96 104.96 104.94 104.94 103.30 103.30 103.28 103.28 101.64 101.64 101.62 101.62 99.98 99.98 99.96 99.96 98.32 98.32 98.30 98.30 96.66 96.66 96.65 96.65 95.00 95.00 94.99 94.99 93.34 93.34 93.33 93.33 93.32 93.32 91.63 91.63 91.61 91.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.35 0.33 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.29 0.30 0.30 0.29 0.28 0.28 0.28 0.28 0.27 0.27 0.27 0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25 0.24 0.24 0.24 0.24 0.22 0.23 0.22 0.23 0.23 0.22 0.21 0.22 0.22 0.21
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
8.5 8.5 8.5 8.5 8.2 8.2 8.2 8.2 7.9 7.9 7.9 7.9 7.6 7.6 7.6 7.6 7.3 7.3 7.3 7.3 7.0 7.0 7.0 7.0 6.7 6.7 6.7 6.7 6.4 6.4 6.4 6.4 6.1 6.2 6.2 6.1 5.8 5.9 5.9 5.8 5.6 5.6 5.6 5.6 5.3 5.4 5.3 5.4 5.4 5.3 5.1 5.1 5.1 5.1
8.5 8.5 8.5 8.5 8.2 8.2 8.2 8.2 7.9 7.9 7.9 7.9 7.6 7.6 7.6 7.6 7.3 7.3 7.3 7.3 7.0 7.0 7.0 7.0 6.7 6.7 6.7 6.7 6.4 6.4 6.4 6.4 6.1 6.2 6.2 6.1 5.8 5.9 5.9 5.8 5.6 5.6 5.6 5.6 5.3 5.4 5.3 5.4 5.4 5.3 5.1 5.1 5.1 5.1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D225Z90P D26Z90P D25Z90P D150Z90P D282Z88P D111Z88P D132Z88P D207Z88P D224Z86P D23Z86P D24Z86P D149Z86P D283Z84P D113Z84P D133Z84P D208Z84P D223Z81P D22Z81P D21Z81P D148Z81P D284Z79P D115Z79P D134Z79P D209Z79P D222Z75P D20Z75P D19Z75P D147Z75P D285Z72P D117Z72P D135Z72P D210Z72P D220Z68P D17Z68P D16Z68P D145Z68P D119Z62P D286Z62P D211Z62P D136Z62P D15Z55P D221Z55P D146Z55P D18Z55P D28Z50P D237Z50P D162Z50P D39Z50P D12Z45P D235Z45P D160Z45P D37Z45P D11Z36P D234Z36P
89.60 89.60 89.58 89.58 87.87 87.87 87.86 87.86 85.88 85.88 85.86 85.86 83.78 83.78 83.76 83.76 81.33 81.33 81.31 81.31 78.60 78.60 78.58 78.58 75.36 75.36 75.34 75.34 71.99 71.99 71.97 71.97 67.96 67.96 67.94 67.94 62.41 62.41 62.39 62.39 55.29 55.29 55.27 55.27 50.36 50.36 50.34 50.34 44.58 44.58 44.56 44.56 36.33 36.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.20 0.21 0.21 0.20 0.19 0.20 0.20 0.19 0.18 0.19 0.19 0.18 0.17 0.18 0.18 0.17 0.16 0.16 0.17 0.16 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.12 0.13 0.12 0.12 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.07 0.07 0.07 0.07 0.06 0.05 0.05 0.06 0.04 0.04 0.04 0.04 0.03 0.03
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.8 4.9 4.9 4.8 4.6 4.7 4.7 4.6 4.3 4.4 4.4 4.3 4.1 4.2 4.2 4.1 3.8 3.9 3.9 3.8 3.5 3.6 3.6 3.5 3.2 3.3 3.3 3.2 2.9 3.0 2.9 2.9 2.5 2.6 2.6 2.6 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.3 1.3 1.3 1.3 1.0 1.0 0.9 1.0 0.7 0.6
4.8 4.9 4.9 4.8 4.6 4.7 4.7 4.6 4.3 4.4 4.4 4.3 4.1 4.2 4.2 4.1 3.8 3.9 3.9 3.8 3.5 3.6 3.6 3.5 3.2 3.3 3.3 3.2 2.9 3.0 2.9 2.9 2.5 2.6 2.6 2.6 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.3 1.3 1.3 1.3 1.0 1.0 0.9 1.0 0.7 0.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D36Z36P D10Z31P D233Z31P D158Z31P D35Z31P D8Z26P D231Z26P D156Z26P D33Z26P D5Z19P D229Z19P D154Z19P D31Z19P D9Z13P D232Z13P D157Z13P D34Z13P D122Z9P D227Z9P D152Z9P D121Z9P
36.31 36.31 31.33 31.32 31.31 31.31 26.29 26.29 26.28 26.28 18.74 18.74 18.73 18.73 13.34 13.34 13.33 13.33 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.7 0.7 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
0.7 0.7 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 16 "SERVICIO 1-2"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------D0Z93P 0.1783 174.6 0.000292 0.0000 0.0000 0.0000 0.1783 173.3 93.34 D1Z93P 0.1783 0.1673 -0.005681 -0.2871 0.2686 0.0511 1.503 -1.158 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.001471 -0.001686 0.001602 0.0000 0.0000 0.0000 -3.524 -7.024 8.592 D4Z13P 0.001412 551.8 -37.1 0.0000 0.0000 0.0000 0.001412 545.1 -23.76 D5Z19P 0.007146 0.00665 0.006167 -0.0067 0.0360 0.2089 -6.333 -6.334 18.74 D6Z26P 0.009412 0.008983 0.005558 0.0000 0.0000 0.0000 -2.523 -5.824 26.29 D7Z31P 0.01568 656.4 -44.13 0.0000 0.0000 0.0000 0.01568 650.9 -12.81 D8Z26P 0.009522 0.008604 0.008529 -0.0235 0.0600 0.2644 -5.823 -5.824 26.29 D9Z13P 0.00293 0.002378 0.004583 -0.0502 0.0699 0.1505 -6.7 -6.701 13.34 D10Z31P 0.01596 0.01518 0.009448 -0.0772 0.1123 0.2840 -5.478 -5.479 31.33 D11Z36P 0.02386 0.02326 0.01023 -0.0501 0.0851 0.2677 -5.134 -5.135 36.33 D12Z45P 0.03159 0.03103 0.01157 -0.0739 0.1059 0.2411 -4.572 -4.572 44.59 D13Z45P 0.03158 0.0313 0.008026 0.0000 0.0000 0.0000 -2.352 -4.572 44.58 D14Z50P 0.04398 522 -35.09 0.0000 0.0000 0.0000 0.04398 517.8 15.27 D15Z55P 0.05603 0.05565 0.01153 -0.1673 0.1941 0.2066 -3.827 -3.827 55.3 D16Z68P 0.08559 0.07682 -0.004882 -0.0748 0.0889 0.0534 3.117 -2.955 67.95 D17Z68P 0.0882 0.08808 0.011 -0.1285 0.1492 0.1658 -2.943 -2.943 67.97 D18Z55P 0.05388 0.04773 -0.004366 -0.1806 0.1822 0.0280 3.937 -3.835 55.28 D19Z75P 0.1088 0.1003 -0.005228 -0.1963 0.2066 0.0443 2.643 -2.434 75.35 D20Z75P 0.1094 0.1094 0.01029 -0.1408 0.1581 0.1420 -2.424 -2.424 75.37 D21Z81P 0.1289 0.1185 -0.005328 -0.2022 0.2080 0.0495 2.261 -2.014 81.32 D22Z81P 0.1299 0.1302 0.009167 -0.2084 0.2236 0.1227 -2.003 -2.002 81.33 D23Z86P 0.1466 0.147 0.008175 -0.2167 0.2298 0.1080 -1.68 -1.68 85.88 D24Z86P 0.1464 0.1363 -0.005509 -0.2220 0.2270 0.0512 1.973 -1.69 85.87 D25Z90P 0.1612 0.1502 -0.005565 -0.2356 0.2491 0.0523 1.738 -1.426 89.59 D26Z90P 0.1622 0.1626 0.007127 -0.2257 0.2388 0.0960 -1.414 -1.414 89.6 D27Z93P 0.1782 0.1786 0.00603 -0.2716 0.2795 0.0841 -1.147 -1.146 93.34 D28Z50P 0.04409 0.04362 0.01158 -0.1131 0.1418 0.2225 -4.17 -4.171 50.37 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.0003829 826.3 -55.55 0.0000 0.0000 0.0000 3.523 819.3 -46.96 D31Z19P 0.003661 0.0002981 -0.001839 -0.0285 0.0314 0.0137 6.344 -6.34 18.73 D32Z26P 0.01016 448.1 -30.12 0.0000 0.0000 0.0000 2.543 442.3 -3.84 D33Z26P 0.01017 0.009547 -0.002721 -0.0683 0.0612 0.0162 5.843 -5.823 26.28 D34Z13P 0.001776 0.001347 -0.001462 0.0227 0.0175 0.0130 6.705 -6.702 13.34 D35Z31P 0.01566 0.0135 -0.003069 -0.0362 0.0654 0.0228 5.51 -5.481 31.32 D36Z36P 0.02155 0.01758 -0.003367 -0.0732 0.0744 0.0245 5.18 -5.141 36.32 D37Z45P 0.03393 0.03194 -0.004028 -0.0984 0.1009 0.0288 4.637 -4.571 44.57 D38Z45P 0.03393 698.4 -46.95 0.0000 0.0000 0.0000 2.417 693.8 -2.376 D39Z50P 0.04397 0.03956 -0.004213 -0.0615 0.0927 0.0373 4.259 -4.175 50.35 D40Z113P 0.2872 0.288 0.009644 -0.3479 0.3466 0.0271 -1.038 -1.037 113.3 D41Z113P 0.2872 0.2863 -0.006133 -0.3790 0.3478 0.0637 1.612 -1.039 113.3 D42Z110P 0.2674 0.268 0.00929 -0.3391 0.3384 0.0366 -1.058 -1.057 109.9 D43Z110P 0.2673 0.2646 -0.006075 -0.3675 0.3392 0.0616 1.592 -1.06 109.9 D44Z107P 0.248 0.2487 0.008851 -0.3276 0.3274 0.0461 -1.077 -1.076 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
403 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.248 0.2293 0.2293 0.2114 0.2113 0.1945 0.1944 0.1864 0.2026 0.2203 0.2384 0.2577 0.2771 0.2974 0.1862 0.203 0.2201 0.2387 0.2575 0.2773 0.2973 0.3095 0.3157 0.3158 0.3095 0.3253 0.3254 0.3353 0.3353 0.3453 0.3453 0.3555 0.3555 0.3657 0.3657 0.3761 0.3761 0.3864 0.3865 0.4079 0.4079 0.3934 0.4006 0.4005 0.3935 0.4952 0.4952 0.4124 0.4171 0.4218 0.4265 0.4313 0.4362 0.441
0.2436 -0.00601 -0.3613 0.2299 0.008318 -0.3180 0.2232 -0.005938 -0.3431 0.212 0.007678 -0.2993 0.2036 -0.005858 -0.3375 0.195 0.00692 -0.2862 0.1851 -0.005772 -0.3031 0.1869 0.006512 -0.2841 0.1938 -0.005815 -0.3192 0.2209 0.008028 -0.3109 0.2331 -0.005975 -0.3518 0.2583 0.009094 -0.3348 0.2752 -0.006104 -0.3736 0.2981 0.009801 -0.3448 0.176 -0.005729 -0.3101 0.2035 0.007329 -0.2922 0.2132 -0.005899 -0.3388 0.2393 0.008609 -0.3237 0.2539 -0.006044 -0.3619 0.278 0.009488 -0.3455 0.2971 -0.00616 -0.3738 0.3101 -0.006374 -0.3942 0.3164 0.002531 -0.3605 0.3169 -0.006498 -0.4015 0.3103 0.004956 -0.3310 0.3262 0.002692 -0.4077 0.327 -0.006527 -0.4053 0.3361 0.002832 -0.3995 0.3371 -0.006535 -0.4112 0.3461 0.002954 -0.4056 0.3473 -0.00656 -0.4143 0.3563 0.003058 -0.4117 0.3576 -0.006565 -0.4200 0.3665 0.003144 -0.4158 0.3682 -0.006586 -0.4238 0.3769 0.003218 -0.4172 0.3786 -0.006589 -0.4222 0.3892 -0.006603 -0.4286 0.3872 0.00328 -0.4162 0.4086 -0.001159 -0.4534 0.412 -0.006801 -0.4510 0.3966 -0.006664 -0.4394 0.4014 0.0003416 -0.4036 0.4041 -0.006736 -0.4561 0.3942 0.001825 -0.4031 0.4959 -0.0006497 -0.5087 0.493 -0.006865 -0.4727 0.4163 -0.006811 -0.4377 0.4178 -0.000998 -0.4809 0.4249 -0.006823 -0.4535 0.4273 -0.0008735 -0.4930 0.4337 -0.006835 -0.4622 0.4369 -0.0007856 -0.5000 0.4427 -0.006843 -0.4664
17:07:07 03/17/10
0.3296 0.3167 0.3162 0.2992 0.3043 0.2853 0.2809 0.2809 0.2916 0.3096 0.3226 0.3344 0.3432 0.3508 0.2789 0.2916 0.3099 0.3229 0.3332 0.3434 0.3496 0.3654 0.3700 0.3770 0.3422 0.3992 0.3955 0.4027 0.4026 0.4057 0.4059 0.4124 0.4123 0.4154 0.4159 0.4192 0.4173 0.4165 0.4196 0.4547 0.4592 0.4136 0.4099 0.4189 0.4054 0.5088 0.5089 0.4764 0.4857 0.4888 0.4933 0.4985 0.5006 0.5018
0.0595 1.573 0.0556 -1.096 0.0574 1.554 0.0651 -1.114 0.0553 1.536 0.0746 -1.13 0.0532 1.519 0.0794 -1.139 0.0542 1.528 0.0604 -1.105 0.0584 1.563 0.0413 -1.067 0.0627 1.602 0.0223 -1.028 0.0521 1.511 0.0699 -1.122 0.0563 1.545 0.0508 -1.086 0.0606 1.583 0.0318 -1.048 0.0648 1.622 0.0669 1.211 0.0163 -0.3743 0.0678 1.006 0.0177 -0.5921 0.0164 -0.3647 0.0679 1.015 0.0166 -0.3547 0.0680 1.025 0.0168 -0.3447 0.0680 1.035 0.0169 -0.3345 0.0681 1.045 0.0171 -0.3243 0.0682 1.056 0.0173 -0.3139 0.0682 1.066 0.0683 1.076 0.0174 -0.3035 0.0130 0.05787 0.0740 0.7579 0.0718 0.9701 0.0140 -0.06271 0.0737 0.8638 0.0160 -0.1832 0.0130 0.1452 0.0740 0.8452 0.0740 0.7624 0.0130 0.06707 0.0740 0.7718 0.0130 0.07653 0.0740 0.7813 0.0130 0.08616 0.0740 0.791
-1.081 -1.095 -1.102 -1.113 -1.121 -1.13 -1.14 -1.138 -1.131 -1.104 -1.092 -1.067 -1.05 -1.027 -1.149 -1.121 -1.112 -1.086 -1.071 -1.047 -1.028 -0.5915 -0.3736 -0.3731 -0.5914 -0.3638 -0.363 -0.3539 -0.3529 -0.3439 -0.3427 -0.3337 -0.3324 -0.3235 -0.3218 -0.3131 -0.3114 -0.3008 -0.3028 0.0586 0.06199 -0.1801 -0.06196 -0.0592 -0.1824 0.1459 0.143 0.06628 0.06783 0.07486 0.07727 0.08374 0.08691 0.09273
106.6 103.3 103.3 99.99 99.97 96.67 96.65 95.01 98.31 101.6 105 108.3 111.6 114.9 94.99 98.33 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8
Helman O. Mozo
Page
Job
404 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P
0.4459 0.4508 0.4557 0.4606 0.4656 0.4705 0.4754 0.4804 0.4853 0.4902 0.1705 0.155 0.1391 0.1199 0.1013 0.08039 0.0003901 -0.001457 0.4171 0.4265 0.4362 0.4459 0.4557 0.4656 0.4755 0.4853 0.1704 0.1541 0.1381 0.1197 0.09649 0.08023 174.6 0.1671 826.3 200.9 448.1 239.8 698.4 241.1 0.08228 0.05211 0.1005 0.1212 0.1364 0.152 -0.003469 -0.003096 0 0.009306 0.006766 0.007221 0.002945 0.01431
0.4466 0.4518 0.4564 0.4609 0.4663 0.4701 0.4762 0.4793 0.486 0.4885 0.171 0.1554 0.1394 0.1201 0.1013 0.08013 0.002213 -0.001908 0.4205 0.4293 0.4382 0.4473 0.4564 0.4655 0.4747 0.4839 0.1591 0.1436 0.128 0.1102 0.08807 0.07459 0.1673 0.1671 0.002205 0.0009255 0.009543 0.01343 0.03194 0.03953 0.08199 0.0517 0.1002 0.121 0.1362 0.1519 -0.003846 -0.00382 0 0.0086 0.006328 0.00636 0.002092 0.01345
-0.000723 -0.006851 -0.0006806 -0.006857 -0.0006569 -0.006863 -0.0006503 -0.006864 -0.0006496 -0.006865 0.006576 0.007602 0.008609 0.009766 0.0104 0.01038 -0.001097 0.003393 -0.006812 -0.006825 -0.006837 -0.006845 -0.006851 -0.006858 -0.006863 -0.006865 -0.005612 -0.005545 -0.005429 -0.005284 -0.005085 -0.004799 -0.01241 -0.01866 55.55 13.5 30.12 16.11 46.94 16.2 -0.02079 -0.01976 -0.02117 -0.02055 -0.02014 -0.01938 -0.003141 -0.005162 0 -0.00909 -0.01117 -0.01324 -0.006933 -0.01484
-0.5045 -0.4711 -0.5082 -0.4740 -0.5102 -0.4755 -0.5101 -0.4730 -0.5089 -0.4730 -0.2350 -0.2377 -0.1964 -0.1985 -0.1571 -0.1057 -0.0065 -0.0151 -0.4424 -0.4593 -0.4644 -0.4688 -0.4727 -0.4751 -0.4744 -0.4729 -0.2710 -0.2125 -0.2349 -0.1680 -0.2132 -0.1057 0.0000 -0.2887 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0817 -0.1695 -0.1822 -0.1937 -0.2179 -0.2201 0.0000 -0.0222 0.0000 -0.0147 0.0000 -0.0222 -0.0926 -0.1128
17:07:07 03/17/10
0.5046 0.5069 0.5086 0.5098 0.5109 0.5117 0.5103 0.5086 0.5088 0.5089 0.2472 0.2502 0.2107 0.2144 0.1759 0.1293 0.0120 0.0310 0.4829 0.4942 0.5007 0.5051 0.5088 0.5109 0.5103 0.5091 0.2692 0.2300 0.2273 0.1903 0.2038 0.1254 0.0000 0.2963 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0833 0.1703 0.1842 0.1952 0.2198 0.2195 0.0000 0.0267 0.0000 0.0147 0.0000 0.0238 0.0921 0.1132
0.0130 0.0740 0.0130 0.0740 0.0130 0.0740 0.0130 0.0740 0.0130 0.0740 0.0894 0.1016 0.1148 0.1315 0.1528 0.1837 0.0069 0.0967 0.0740 0.0740 0.0740 0.0740 0.0740 0.0740 0.0740 0.0740 0.0505 0.0535 0.0483 0.0504 0.0402 0.0436 0.0000 -0.0184 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0136 -0.0111 -0.0151 -0.0163 -0.0172 -0.0182 0.0000 -0.0014 0.0000 -0.0038 0.0000 -0.0052 -0.0027 -0.0063
0.09588 0.09663 0.8008 0.1018 0.1057 0.1064 0.8106 0.1109 0.1156 0.1163 0.8205 0.1201 0.1254 0.1262 0.8304 0.1293 0.1353 0.136 0.8402 0.1385 -1.269 -1.269 -1.537 -1.537 -1.829 -1.828 -2.196 -2.196 -2.659 -2.659 -3.324 -3.325 7.023 -7.02 -7.024 -7.024 0.7671 0.07052 0.7765 0.07928 0.7862 0.08822 0.7959 0.09725 0.8057 0.1064 0.8156 0.1155 0.8255 0.1247 0.8353 0.1339 1.61 -1.281 1.846 -1.549 2.106 -1.84 2.436 -2.206 2.857 -2.672 3.485 -3.33 175.9 0.1673 1.492 1.492 833.3 -3.52 207.6 0.0009255 453.9 -2.523 245.3 0.01343 703 -2.351 245.3 0.03953 3.114 3.113 3.935 3.935 2.634 2.634 2.254 2.253 1.963 1.963 1.728 1.728 7.019 3.519 7.019 7.019 7.6 7.6 6.35 6.349 5.84 2.539 5.84 5.839 6.706 6.705 5.509 5.508
135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.88 83.78 78.61 72 62.41 8.589 8.593 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.32 93.32 64.14 26.84 56.4 47.43 91.52 66.55 67.93 55.27 75.33 81.3 85.85 89.58 8.587 8.585 0 18.73 26.27 26.27 13.33 31.31
Helman O. Mozo
Page
Job
405 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.02306 0.02689 0.0266 0.04007 0.286 0.2644 0.2434 0.2231 0.2036 0.1851 0.1944 0.2333 0.2752 0.1762 0.2133 0.254 0.297 0.3099 0.3163 0.3262 0.3364 0.3466 0.357 0.3675 0.378 0.3886 0.4113 0.396 0.4037 0.4924 0.4156 0.4242 0.4331 0.4421 0.4511 0.4603 0.4695 0.4787 0.4878 0.4198 0.4286 0.4376 0.4466 0.4557 0.4649 0.4741 0.4832 0.1596 0.1449 0.1294 0.1117 0.09083 0.07506 0.1673
0.02225 0.02633 0.02631 0.03961 0.2863 0.2647 0.2437 0.2233 0.2037 0.1851 0.1946 0.2336 0.2756 0.1762 0.2135 0.2542 0.2973 0.3103 0.3168 0.327 0.3371 0.3474 0.3577 0.3681 0.3786 0.3892 0.4119 0.3967 0.4043 0.493 0.4163 0.4249 0.4338 0.4427 0.4518 0.461 0.4701 0.4793 0.4885 0.4205 0.4293 0.4382 0.4473 0.4564 0.4655 0.4747 0.4839 0.1596 0.1448 0.1292 0.1115 0.09056 0.07474 174.6
-0.01618 -0.01892 -0.01584 -0.0194 -0.02325 -0.02278 -0.02221 -0.02153 -0.02071 -0.01976 -0.02027 -0.0219 -0.02304 -0.01925 -0.02116 -0.02253 -0.02345 -0.01833 -0.0158 -0.01598 -0.01614 -0.01628 -0.0164 -0.01651 -0.01659 -0.01667 -0.012 -0.01513 -0.01357 -0.01264 -0.0121 -0.01227 -0.0124 -0.01249 -0.01256 -0.0126 -0.01263 -0.01264 -0.01264 -0.01219 -0.01234 -0.01245 -0.01253 -0.01258 -0.01262 -0.01264 -0.01264 -0.01907 -0.01972 -0.02034 -0.02084 -0.02118 -0.01954 -0.01244
-0.0569 -0.0782 0.0000 -0.1376 -0.3753 -0.3684 -0.3545 -0.3481 -0.3239 -0.3180 -0.3189 -0.3522 -0.3740 -0.3142 -0.3394 -0.3639 -0.3754 -0.3553 -0.3808 -0.4181 -0.4083 -0.4143 -0.4196 -0.4233 -0.4237 -0.4280 -0.4432 -0.4348 -0.4402 -0.4729 -0.4426 -0.4529 -0.4631 -0.4659 -0.4711 -0.4741 -0.4762 -0.4725 -0.4729 -0.4462 -0.4572 -0.4641 -0.4688 -0.4724 -0.4745 -0.4741 -0.4732 -0.2222 -0.2470 -0.1812 -0.2012 -0.1457 -0.1214 0.0000
17:07:07 03/17/10
0.0568 0.0780 0.0000 0.1383 0.3750 0.3670 0.3550 0.3460 0.3247 0.3161 0.3185 0.3514 0.3734 0.3107 0.3377 0.3631 0.3755 0.3566 0.3819 0.4092 0.4118 0.4143 0.4205 0.4227 0.4269 0.4289 0.4394 0.4319 0.4421 0.4730 0.4401 0.4531 0.4623 0.4666 0.4712 0.4741 0.4756 0.4733 0.4732 0.4458 0.4585 0.4647 0.4689 0.4728 0.4752 0.4746 0.4731 0.2224 0.2485 0.1826 0.2032 0.1475 0.1225 0.0000
-0.0074 -0.0090 0.0000 -0.0101 -0.0084 -0.0100 -0.0117 -0.0134 -0.0150 -0.0167 -0.0159 -0.0125 -0.0092 -0.0175 -0.0142 -0.0109 -0.0075 -0.0045 -0.0032 -0.0033 -0.0035 -0.0036 -0.0038 -0.0039 -0.0040 -0.0042 0.0027 -0.0021 0.0009 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 0.0027 -0.0185 -0.0177 -0.0168 -0.0158 -0.0144 -0.0125 0.0000
5.181 4.63 4.63 4.255 1.611 1.589 1.568 1.548 1.529 1.51 1.519 1.558 1.6 1.501 1.538 1.579 1.622 1.212 1.006 1.016 1.026 1.037 1.047 1.057 1.068 1.079 0.7613 0.9727 0.867 0.8424 0.7656 0.7742 0.7831 0.7921 0.8011 0.8103 0.8195 0.8287 0.8378 0.7698 0.7786 0.7876 0.7966 0.8057 0.8149 0.8241 0.8332 1.599 1.837 2.097 2.428 2.851 3.48 0.1673
5.18 4.63 2.409 4.254 1.611 1.59 1.569 1.548 1.529 1.51 1.52 1.559 1.601 1.501 1.538 1.579 1.622 1.212 1.007 1.017 1.027 1.037 1.048 1.058 1.069 1.079 0.7619 0.9733 0.8676 0.843 0.7663 0.7749 0.7838 0.7927 0.8018 0.811 0.8201 0.8293 0.8385 0.7705 0.7793 0.7882 0.7973 0.8064 0.8155 0.8247 0.8339 1.599 1.837 2.097 2.427 2.851 3.48 175.9
36.3 44.56 44.56 50.34 113.2 109.9 106.6 103.3 99.96 96.64 98.3 104.9 111.6 94.98 101.6 108.3 114.9 116.9 117.9 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.6 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.61 87.85 83.76 78.58 71.96 62.38 93.32
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.1673 0.1788 D214Z9P -0.003122 -0.003481 D215Z13P 0.001613 200.9 D216Z26P 0.007191 0.006763 D217Z31P 0.01429 239.8 D218Z45P 0.02687 0.0266 D219Z50P 0.04 241.1 D220Z68P 0.07714 0.08552 D221Z55P 0.04808 0.05343 D222Z75P 0.1005 0.1088 D223Z81P 0.1188 0.1291 D224Z86P 0.1365 0.1468 D225Z90P 0.1503 0.1616 D226Z9P 0.003166 826.3 D227Z9P 0.003199 -5.296e-005 D228Z0P 0 0 D229Z19P 0.001029 0.003245 D230Z26P 0.01069 448.1 D231Z26P 0.01075 0.009481 D232Z13P 0.002469 0.001293 D233Z31P 0.01448 0.01501 D234Z36P 0.01833 0.02096 D235Z45P 0.03252 0.0334 D236Z45P 0.03251 698.4 D237Z50P 0.04003 0.04349 D238Z113P 0.286 0.288 D239Z110P 0.2644 0.268 D240Z107P 0.2434 0.2487 D241Z103P 0.223 0.2299 D242Z100P 0.2034 0.2119 D243Z97P 0.1849 0.195 D244Z98P 0.1937 0.2031 D245Z105P 0.2329 0.239 D246Z112P 0.275 0.2778 D247Z95P 0.1759 0.1867 D248Z102P 0.213 0.2207 D249Z108P 0.2537 0.2582 D250Z115P 0.2968 0.298 D251Z117P 0.3097 0.3101 D252Z118P 0.3164 0.3165 D253Z119P 0.3262 0.3262 D254Z121P 0.3364 0.3361 D255Z122P 0.3466 0.3461 D256Z124P 0.357 0.3562 D257Z125P 0.3674 0.3666 D258Z126P 0.378 0.3768 D259Z128P 0.3885 0.3872 D260Z131P 0.4113 0.4086 D261Z129P 0.396 0.3942 D262Z130P 0.4035 0.4013 D263Z141P 0.4924 0.4959 D264Z131P 0.4155 0.4131 D265Z133P 0.4242 0.4225 D266Z134P 0.433 0.4321
-0.00573 -0.002961 13.5 -0.01111 16.11 -0.01584 16.2 -0.004978 -0.004485 -0.005312 -0.005403 -0.005575 -0.005623 55.55 -0.001219 0 -0.001925 30.12 -0.002897 -0.001601 -0.003245 -0.003522 -0.004168 46.94 -0.004342 -0.006164 -0.006107 -0.006045 -0.005977 -0.0059 -0.005819 -0.005859 -0.006012 -0.006136 -0.005778 -0.005939 -0.006077 -0.00619 -0.006402 -0.006496 -0.006507 -0.006538 -0.006545 -0.006568 -0.006573 -0.006589 -0.006592 -0.006798 -0.00667 -0.006734 -0.006863 -0.006799 -0.006813 -0.006825
-0.2674 0.2876 0.0019 -1.158 0.0000 0.0000 0.0000 3.519 0.0000 0.0000 0.0000 0.001613 0.0000 0.0000 0.0000 2.54 0.0000 0.0000 0.0000 0.01429 0.0000 0.0000 0.0000 2.41 0.0000 0.0000 0.0000 0.04 -0.0834 0.0675 0.0537 -2.954 -0.1739 0.1706 0.1062 -3.835 -0.2007 0.1885 0.0467 -2.433 -0.2092 0.2018 0.0296 -2.014 -0.2220 0.2151 0.0172 -1.69 -0.2424 0.2256 0.0077 -1.426 0.0000 0.0000 0.0000 -3.519 -0.0039 0.0067 0.0815 -7.019 0.0000 0.0000 0.0000 -7.6 -0.0206 0.0178 0.1365 -6.339 0.0000 0.0000 0.0000 -2.522 -0.0483 0.0575 0.1621 -5.822 -0.0104 -0.0337 0.1052 -6.701 -0.0539 0.0201 0.1626 -5.48 -0.0630 0.0595 0.1503 -5.14 -0.0909 0.0870 0.1283 -4.571 0.0000 0.0000 0.0000 -2.351 -0.0834 0.0504 0.1074 -4.175 -0.3494 0.3778 -0.0435 -1.039 -0.3394 0.3675 -0.0359 -1.061 -0.3310 0.3592 -0.0284 -1.082 -0.3165 0.3435 -0.0208 -1.102 -0.3061 0.3346 -0.0132 -1.122 -0.2810 0.3040 -0.0057 -1.14 -0.2919 0.3189 -0.0094 -1.131 -0.3233 0.3511 -0.0246 -1.092 -0.3452 0.3731 -0.0397 -1.05 -0.2814 0.3068 -0.0019 -1.149 -0.3106 0.3382 -0.0170 -1.112 -0.3336 0.3611 -0.0321 -1.071 -0.3462 0.3708 -0.0473 -1.028 -0.3619 0.3859 -0.0496 -0.5919 -0.3767 0.3902 -0.0499 -0.3736 -0.3979 0.4033 -0.0495 -0.3638 -0.4022 0.4122 -0.0491 -0.3536 -0.4057 0.4145 -0.0487 -0.3434 -0.4121 0.4204 -0.0483 -0.333 -0.4159 0.4233 -0.0479 -0.3226 -0.4164 0.4245 -0.0475 -0.312 -0.4175 0.4249 -0.0471 -0.3015 -0.4520 0.4384 -0.0380 0.0613 -0.4065 0.4381 -0.0456 -0.1807 -0.4174 0.4511 -0.0417 -0.05984 -0.5084 0.4732 -0.0380 0.1424 -0.4779 0.4394 -0.0380 0.06551 -0.4879 0.4529 -0.0380 0.07417 -0.4982 0.4628 -0.0380 0.08304
17:07:07 03/17/10
1.504 7.019 207.6 5.84 245.3 4.63 245.3 3.117 3.937 2.643 2.262 1.973 1.738 833.3 7.022 7.6 6.344 453.9 5.842 6.704 5.509 5.179 4.637 703 4.258 1.613 1.593 1.574 1.555 1.537 1.52 1.528 1.564 1.603 1.512 1.546 1.583 1.623 1.212 1.007 1.016 1.026 1.036 1.046 1.057 1.067 1.077 0.7586 0.9708 0.8646 0.8459 0.7631 0.7725 0.7821
93.33 8.587 26.84 26.27 47.43 44.56 66.55 67.95 55.28 75.35 81.32 85.87 89.59 64.14 8.589 0 18.73 56.4 26.28 13.34 31.32 36.32 44.57 91.52 50.35 113.3 109.9 106.6 103.3 99.97 96.65 98.31 105 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 0.442 0.4418 -0.006837 -0.5020 D268Z136P 0.4511 0.4515 -0.006844 -0.5068 D269Z137P 0.4603 0.4614 -0.006851 -0.5097 D270Z138P 0.4695 0.4712 -0.006857 -0.5112 D271Z139P 0.4787 0.4811 -0.006861 -0.5088 D272Z140P 0.4878 0.491 -0.006862 -0.5087 D273Z132P 0.4198 0.4178 -0.006811 -0.4864 D274Z133P 0.4286 0.4273 -0.006824 -0.4929 D275Z134P 0.4375 0.4369 -0.006836 -0.5006 D276Z135P 0.4466 0.4466 -0.006843 -0.5044 D277Z136P 0.4557 0.4564 -0.00685 -0.5085 D278Z138P 0.4649 0.4663 -0.006856 -0.5108 D279Z139P 0.4741 0.4762 -0.006861 -0.5101 D280Z140P 0.4832 0.486 -0.006862 -0.5086 D281Z92P 0.1591 0.1708 -0.005662 -0.2664 D282Z88P 0.1439 0.1546 -0.005608 -0.2261 D283Z84P 0.1284 0.1386 -0.0055 -0.2228 D284Z79P 0.1103 0.1198 -0.005363 -0.1863 D285Z72P 0.08837 0.09651 -0.005176 -0.1983 D286Z62P 0.07491 0.07997 -0.004906 -0.1193 D287Z93P 174.6 0.1788 0.0002598 0.0000 D288Z9P 826.3 -6.457e-005 -55.55 0.0000 D289Z13P 551.8 0.001003 -37.1 0.0000 D290Z26P 448.1 0.009481 -30.12 0.0000 D291Z31P 656.4 0.01502 -44.13 0.0000 D292Z45P 698.4 0.03339 -46.95 0.0000 D293Z50P 522 0.0435 -35.09 0.0000 D294Z9P -0.001677 -0.001921 0.001726 0.0000 D295Z26P 0.00899 0.008547 0.005676 0.0000 D296Z45P 0.0313 0.03101 0.008033 0.0000 D297Z131P 0.4124 0.4132 -0.001074 -0.4816 D298Z133P 0.4218 0.4225 -0.000931 -0.4889 D299Z134P 0.4313 0.4321 -0.0008251 -0.4988 D300Z135P 0.441 0.4418 -0.0007516 -0.5016 D301Z136P 0.4508 0.4515 -0.0006993 -0.5068 D302Z137P 0.4606 0.4614 -0.0006665 -0.5098 D303Z138P 0.4705 0.4712 -0.0006516 -0.5119 D304Z139P 0.4804 0.4811 -0.0006497 -0.5082 D305Z140P 0.4902 0.491 -0.0006497 -0.5086
17:07:07 03/17/10
0.4661 0.4712 0.4741 0.4760 0.4729 0.4731 0.4479 0.4584 0.4652 0.4694 0.4731 0.4752 0.4748 0.4734 0.2656 0.2069 0.2283 0.1620 0.2059 0.0978 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4773 0.4883 0.4982 0.5022 0.5069 0.5098 0.5113 0.5091 0.5089
-0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 -0.0380 0.0057 0.0107 0.0247 0.0339 0.0582 0.0755 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130
0.09204 0.1011 0.1103 0.1195 0.1287 0.1378 0.06983 0.0786 0.08755 0.09658 0.1057 0.1149 0.1241 0.1332 -1.281 -1.548 -1.839 -2.206 -2.672 -3.33 173.3 819.3 545.1 442.3 650.9 693.8 517.8 -7.024 -5.824 -4.572 0.0624 0.07178 0.08133 0.09101 0.1008 0.1106 0.1205 0.1304 0.1402
0.7918 0.8015 0.8114 0.8212 0.8311 0.841 0.7678 0.7773 0.7869 0.7966 0.8064 0.8163 0.8262 0.836 1.611 1.847 2.106 2.436 2.857 3.485 0.1788 3.522 0.001003 2.542 0.01502 2.417 0.0435 -3.524 -2.524 -2.352 0.0632 0.07254 0.08208 0.09176 0.1015 0.1114 0.1212 0.1311 0.141
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.34 -46.96 -23.76 -3.84 -12.81 -2.376 15.27 8.592 26.29 44.58 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-2": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D2Z0P -49.72 0.0 -47.81 0.0 -484.08 0.0 0.0 488.97 0.0 -0.73 0.0 0.5 0.0 -0.56 0.0 0.0 D29Z0P -22.72 0.0 11.24 0.0 160.03 0.0 0.0 162.03 0.0 0.58 0.0 -0.1 0.0 -0.00 0.0 0.0 D153Z0P -75.87 0.0 -72.35 0.0 731.66 0.0 0.0 739.13 0.0 -1.14 0.0 0.9 0.0 -0.00 0.0 0.0 D228Z0P 6.97 0.0 -19.68 0.0 149.16 0.0 0.0 150.61 0.0 0.04 0.0 -0.7 0.0 -0.53 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-2":
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0.1746 0.1746 -0.7969 -0.1744 -0.0000 0.7969 0.1783 174.6128 0.0003 D1Z93P 0.3622 0.3622 -1.6272 -0.3620 -0.3620 1.6272 0.1783 0.1673 -0.0057 D2Z0P 0.4520 0.4520 -2.4977 49.2657 47.3586 486.5795 0.0000 0.0000 0.0000 D3Z9P 0.8300 0.8300 -5.1195 -0.8300 -0.8300 5.1195 -0.0015 -0.0017 0.0016 D4Z13P 0.3780 0.3780 -2.6218 -0.3780 0.1738 2.5847 0.0014 551.8080 -37.0986 D5Z19P 2.8644 1.3603 -8.1856 -2.8644 -1.3603 8.1856 0.0071 0.0067 0.0062 D6Z26P 0.4501 0.4501 -3.1120 -0.4501 -0.4501 3.1120 0.0094 0.0090 0.0056 D7Z31P 0.4501 0.4501 -3.1120 -0.4501 0.2063 3.0679 0.0157 656.3779 -44.1255 D8Z26P 2.5154 0.9899 -5.5638 -2.5154 -0.9899 5.5638 0.0095 0.0086 0.0085 D9Z13P 0.9028 0.5152 -3.8698 -0.9028 -0.5152 3.8698 0.0029 0.0024 0.0046 D10Z31P 3.7532 1.3134 -7.1120 -3.7532 -1.3134 7.1121 0.0160 0.0152 0.0094 D11Z36P 1.1307 1.1307 -5.6179 -1.1306 -1.1306 5.6179 0.0239 0.0233 0.0102 D12Z45P 0.7015 0.7015 -4.2542 -0.7015 -0.7015 4.2542 0.0316 0.0310 0.0116 D13Z45P 0.7015 0.7015 -4.2542 -0.7015 -0.7015 4.2542 0.0316 0.0313 0.0080 D14Z50P 0.3833 0.3833 -2.0983 -0.3833 0.1387 2.0633 0.0440 522.0109 -35.0897 D15Z55P 1.1023 1.1023 -5.5598 -1.1023 -1.1023 5.5598 0.0560 0.0556 0.0115 D16Z68P 2.6053 2.6053 -5.6802 -2.6052 -2.6052 5.6802 0.0856 0.0768 -0.0049 D17Z68P 2.6053 2.6053 -5.6802 -2.6052 -2.6052 5.6802 0.0882 0.0881 0.0110 D18Z55P 2.5288 2.5288 -5.9398 -2.5287 -2.5287 5.9398 0.0539 0.0477 -0.0044 D19Z75P 0.7012 0.7012 -3.1649 -0.7011 -0.7011 3.1649 0.1088 0.1003 -0.0052 D20Z75P 2.2233 2.2233 -3.5449 -2.2232 -2.2232 3.5449 0.1094 0.1094 0.0103 D21Z81P 0.5394 0.5394 -2.3461 -0.5392 -0.5392 2.3461 0.1289 0.1185 -0.0053 D22Z81P 0.5394 0.5394 -2.3461 -0.5392 -0.5392 2.3461 0.1299 0.1302 0.0092 D23Z86P 0.4276 0.4276 -1.8579 -0.4274 -0.4274 1.8579 0.1466 0.1470 0.0082 D24Z86P 0.4276 0.4276 -1.8579 -0.4274 -0.4274 1.8579 0.1464 0.1363 -0.0055 D25Z90P 0.3801 0.3801 -1.6682 -0.3799 -0.3799 1.6682 0.1612 0.1502 -0.0056 D26Z90P 0.3801 0.3801 -1.6682 -0.3799 -0.3799 1.6682 0.1622 0.1626 0.0071 D27Z93P 0.3622 0.3622 -1.6272 -0.3620 -0.3620 1.6272 0.1782 0.1786 0.0060 D28Z50P 0.3833 0.3833 -2.0983 -0.3833 -0.3833 2.0984 0.0441 0.0436 0.0116 D29Z0P 0.4520 0.4520 -2.4977 22.2673 -11.6938 -157.5357 0.0000 0.0000 0.0000 D30Z9P 0.8300 0.8300 -5.1195 -0.8300 -0.0037 5.0640 0.0004 826.2866 -55.5524 D31Z19P 0.8282 0.8282 -5.7338 -0.8282 -0.8282 5.7338 0.0037 0.0003 -0.0018 D32Z26P 0.4501 0.4501 -3.1120 -0.4501 -0.0020 3.0819 0.0102 448.0935 -30.1248 D33Z26P 0.4501 0.4501 -3.1120 -0.4501 -0.4501 3.1120 0.0102 0.0095 -0.0027 D34Z13P 0.3780 0.3780 -2.6218 -0.3780 -0.3780 2.6218 0.0018 0.0013 -0.0015 D35Z31P 0.4501 0.4501 -3.1120 -0.4501 -0.4501 3.1120 0.0157 0.0135 -0.0031 D36Z36P 0.7684 0.7684 -5.2679 -0.7683 -0.7683 5.2679 0.0216 0.0176 -0.0034 D37Z45P 0.7015 0.7015 -4.2542 -0.7015 -0.7015 4.2542 0.0339 0.0319 -0.0040 D38Z45P 0.7015 0.7015 -4.2542 -0.7015 -0.0032 4.2072 0.0339 698.3776 -46.9509 D39Z50P 0.3833 0.3833 -2.0983 -0.3833 -0.3833 2.0983 0.0440 0.0396 -0.0042 D40Z113P 0.1947 0.1947 -0.8655 -0.1944 -0.1944 0.8655 0.2872 0.2880 0.0096 D41Z113P 0.1947 0.1947 -0.8655 -0.1944 -0.1944 0.8655 0.2872 0.2863 -0.0061 D42Z110P 0.1935 0.1935 -0.8655 -0.1932 -0.1932 0.8655 0.2674 0.2680 0.0093 D43Z110P 0.1935 0.1935 -0.8655 -0.1932 -0.1932 0.8655 0.2673 0.2646 -0.0061 D44Z107P 0.2012 0.2012 -0.9179 -0.2010 -0.2010 0.9179 0.2480 0.2487 0.0089 D45Z107P 0.2012 0.2012 -0.9179 -0.2010 -0.2010 0.9179 0.2480 0.2436 -0.0060 D46Z103P 0.1999 0.1999 -0.9179 -0.1997 -0.1997 0.9179 0.2293 0.2299 0.0083 D47Z103P 0.1999 0.1999 -0.9179 -0.1997 -0.1997 0.9179 0.2293 0.2232 -0.0059 D48Z100P 0.1897 0.1897 -0.8655 -0.1895 -0.1895 0.8655 0.2114 0.2120 0.0077 D49Z100P 0.1897 0.1897 -0.8655 -0.1895 -0.1895 0.8655 0.2113 0.2036 -0.0059
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
409 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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Helman O. Mozo
Page
Job
410 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
411 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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Helman O. Mozo
Page
Job
412 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
0.7015 0.3833 2.6053 1.1023 0.7012 0.5394 0.4276 0.3801 0.8300 3.1101 0.4520 2.4908 0.4501 2.1364 0.9028 2.5619 0.7684 0.7015 0.7015 0.3833 0.1947 0.1935 0.2012 0.1999 0.1897 0.1746 0.3643 0.8514 0.3882 0.1746 0.3896 0.3947 0.3749 0.1802 0.2653 0.1704 0.9283 0.1713 0.1693 0.9302 0.1677 0.1566 0.0998 0.0727 0.0727 0.0292 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274
0.7015 0.3833 2.6053 1.1023 0.7012 0.5394 0.4276 0.3801 0.8300 1.4259 0.4520 0.8780 0.4501 0.5006 0.5152 1.0020 0.7684 0.7015 0.7015 0.3833 0.1947 0.1935 0.2012 0.1999 0.1897 0.1746 0.3643 0.8514 0.3882 0.1746 0.3896 0.3947 0.3749 0.1802 0.2653 0.1704 0.9283 0.1713 0.1693 0.9302 0.1677 0.1566 0.0998 0.0727 0.0727 0.0292 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274
-4.2542 -2.0983 -5.6802 -5.5598 -3.1649 -2.3461 -1.8579 -1.6682 -5.1195 -7.5713 -2.4977 -7.6952 -3.1120 -5.0734 -3.8698 -5.5638 -5.2679 -4.2542 -4.2542 -2.0983 -0.8655 -0.8655 -0.9179 -0.9179 -0.8655 -0.7969 -1.6623 -3.1557 -1.7309 -0.7969 -1.7833 -1.7833 -1.6774 -0.8119 -1.3109 -0.9792 -2.1004 -0.9604 -0.9494 -2.0784 -0.9384 -0.7035 -0.3307 -0.2343 -0.2343 -0.1032 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964
-0.7015 -0.3833 -2.6052 -1.1023 -0.7011 -0.5392 -0.4274 -0.3799 -0.8300 -3.1101 -7.4188 -2.4908 -0.4501 -2.1364 -0.9028 -2.5619 -0.7683 -0.7015 -0.7015 -0.3833 -0.1944 -0.1932 -0.2010 -0.1997 -0.1895 -0.1744 -0.3641 -0.8511 -0.3879 -0.1744 -0.3894 -0.3945 -0.3746 -0.1799 -0.2650 -0.1701 -0.9280 -0.1709 -0.1689 -0.9299 -0.1673 -0.1562 -0.0994 -0.0723 -0.0723 -0.0287 -0.0267 -0.0267 -0.0268 -0.0268 -0.0269 -0.0269 -0.0269 -0.0270
17:07:07 03/17/10
-0.7015 4.2542 -0.1422 2.1145 -2.6052 5.6802 -1.1023 5.5598 -0.7011 3.1649 -0.5392 2.3461 -0.4274 1.8579 -0.3799 1.6682 -0.0037 5.1751 -1.4259 7.5713 19.2273 -146.6620 -0.8780 7.6952 -0.0020 3.1422 -0.5006 5.0734 -0.5152 3.8698 -1.0020 5.5638 -0.7683 5.2679 -0.7015 4.2542 -0.0032 4.3011 -0.3833 2.0983 -0.1944 0.8655 -0.1932 0.8655 -0.2010 0.9179 -0.1997 0.9179 -0.1895 0.8655 -0.1744 0.7969 -0.3641 1.6623 -0.8511 3.1557 -0.3879 1.7309 -0.1744 0.7969 -0.3894 1.7833 -0.3945 1.7833 -0.3746 1.6774 -0.1799 0.8119 -0.2650 1.3109 -0.1701 0.9792 -0.9280 2.1004 -0.1709 0.9604 -0.1689 0.9494 -0.9299 2.0784 -0.1673 0.9384 -0.1562 0.7034 -0.0994 0.3307 -0.0723 0.2342 -0.0723 0.2342 -0.0287 0.1032 -0.0267 0.0964 -0.0267 0.0964 -0.0268 0.0964 -0.0268 0.0964 -0.0269 0.0964 -0.0269 0.0964 -0.0269 0.0964 -0.0270 0.0964
0.0269 0.0400 0.0771 0.0481 0.1005 0.1188 0.1365 0.1503 0.0032 0.0032 0.0000 0.0010 0.0107 0.0108 0.0025 0.0145 0.0183 0.0325 0.0325 0.0400 0.2860 0.2644 0.2434 0.2230 0.2034 0.1849 0.1937 0.2329 0.2750 0.1759 0.2130 0.2537 0.2968 0.3097 0.3164 0.3262 0.3364 0.3466 0.3570 0.3674 0.3780 0.3885 0.4113 0.3960 0.4035 0.4924 0.4155 0.4242 0.4330 0.4420 0.4511 0.4603 0.4695 0.4787
0.0266 241.1334 0.0855 0.0534 0.1088 0.1291 0.1468 0.1616 826.2841 -0.0001 0.0000 0.0032 448.0933 0.0095 0.0013 0.0150 0.0210 0.0334 698.3790 0.0435 0.2880 0.2680 0.2487 0.2299 0.2119 0.1950 0.2031 0.2390 0.2778 0.1867 0.2207 0.2582 0.2980 0.3101 0.3165 0.3262 0.3361 0.3461 0.3562 0.3666 0.3768 0.3872 0.4086 0.3942 0.4013 0.4959 0.4131 0.4225 0.4321 0.4418 0.4515 0.4614 0.4712 0.4811
-0.0158 16.1986 -0.0050 -0.0045 -0.0053 -0.0054 -0.0056 -0.0056 55.5505 -0.0012 0.0000 -0.0019 30.1189 -0.0029 -0.0016 -0.0032 -0.0035 -0.0042 46.9429 -0.0043 -0.0062 -0.0061 -0.0060 -0.0060 -0.0059 -0.0058 -0.0059 -0.0060 -0.0061 -0.0058 -0.0059 -0.0061 -0.0062 -0.0064 -0.0065 -0.0065 -0.0065 -0.0065 -0.0066 -0.0066 -0.0066 -0.0066 -0.0068 -0.0067 -0.0067 -0.0069 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0069 -0.0069 -0.0069
Helman O. Mozo
Page
Job
413 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0292 0.0543 0.0544 0.7657 0.0546 0.0547 0.0548 0.7709 0.0566 0.1876 1.1741 1.2068 0.3043 0.3969 2.1820 0.1746 0.8300 0.3780 0.4501 0.4501 0.7015 0.3833 0.8300 0.4501 0.7015 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
0.0292 0.0543 0.0544 0.7657 0.0546 0.0547 0.0548 0.7709 0.0566 0.1876 1.1741 1.2068 0.3043 0.3969 2.1820 0.1746 0.8300 0.3780 0.4501 0.4501 0.7015 0.3833 0.8300 0.4501 0.7015 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
-0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.8388 -3.8414 -0.7969 -5.1195 -2.6218 -3.1120 -3.1120 -4.2542 -2.0983 -5.1195 -3.1120 -4.2542 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-0.0287 -0.0539 -0.0539 -0.7652 -0.0541 -0.0542 -0.0543 -0.7704 -0.0561 -0.1874 -1.1739 -1.2067 -0.3042 -0.3968 -2.1819 -0.0000 -0.0037 0.1738 -0.0020 0.2063 -0.0032 0.1387 -0.8300 -0.4501 -0.7015 -0.0267 -0.0267 -0.0268 -0.0268 -0.0269 -0.0269 -0.0269 -0.0270 -0.0287
17:07:07 03/17/10
-0.0287 -0.0539 -0.0539 -0.7652 -0.0541 -0.0542 -0.0543 -0.7704 -0.0561 -0.1874 -1.1739 -1.2067 -0.3042 -0.3968 -2.1819 -0.1744 -0.8300 -0.3780 -0.4501 -0.4501 -0.7015 -0.3833 -0.8300 -0.4501 -0.7015 -0.0267 -0.0267 -0.0268 -0.0268 -0.0269 -0.0269 -0.0269 -0.0270 -0.0287
0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3261 1.8388 3.8414 0.7969 5.0640 2.5847 3.0819 3.0679 4.2072 2.0633 5.1195 3.1120 4.2542 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------D127P 47.58 379.95 -160.64 -239.91 939.81 81.63 454.16 D128P 47.58 239.91 -939.81 -233.73 2407.79 3.03 719.17 D129P 47.57 -88.86 -580.61 303.54 -990.80 107.04 -783.47 D130P 47.57 -77.43 -196.88 -424.24 2401.35 -203.78 895.46 D131P 47.57 -43.48 79.83 190.46 -1627.15 45.14 -475.17 D132P 47.57 -177.13 -1093.56 -543.53 6620.78 -177.99 1365.10 D133P 47.56 543.53 -6620.78 480.04 -8129.65 183.45 -2643.63 D134P 47.56 58.85 -653.51 -319.99 -5838.85 -52.73 -1311.00 D135P 47.56 58.85 653.51 372.58 -319.71 74.31 57.49 D136P 47.56 -372.58 319.71 -362.92 1074.75 -88.70 168.17 D137P 47.56 362.92 -1074.75 9.95 41.02 74.24 -205.82 D138P 47.56 -9.95 -41.02 443.93 -739.30 85.81 -154.28 D139P 47.56 -443.93 739.30 -526.83 1857.64 -128.00 342.42
0.4878 0.4198 0.4286 0.4375 0.4466 0.4557 0.4649 0.4741 0.4832 0.1591 0.1439 0.1284 0.1103 0.0884 0.0749 174.6128 826.2873 551.8080 448.0945 656.3779 698.3781 522.0109 -0.0017 0.0090 0.0313 0.4124 0.4218 0.4313 0.4410 0.4508 0.4606 0.4705 0.4804 0.4902
0.4910 0.4178 0.4273 0.4369 0.4466 0.4564 0.4663 0.4762 0.4860 0.1708 0.1546 0.1386 0.1198 0.0965 0.0800 0.1788 -0.0001 0.0010 0.0095 0.0150 0.0334 0.0435 -0.0019 0.0085 0.0310 0.4132 0.4225 0.4321 0.4418 0.4515 0.4614 0.4712 0.4811 0.4910
-0.0069 -0.0068 -0.0068 -0.0068 -0.0068 -0.0069 -0.0069 -0.0069 -0.0069 -0.0057 -0.0056 -0.0055 -0.0054 -0.0052 -0.0049 0.0003 -55.5525 -37.0985 -30.1249 -44.1255 -46.9511 -35.0897 0.0017 0.0057 0.0080 -0.0011 -0.0009 -0.0008 -0.0008 -0.0007 -0.0007 -0.0007 -0.0006 -0.0006
Helman O. Mozo
Page
Job
414 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
47.56 47.56 47.56 32.16 223.08 32.16 32.16 32.17 32.17 1.77 1.77 19.40 -0.02 -0.01 223.07 47.56 47.57 47.57 47.57 47.57 32.16 32.16 32.16 32.17 32.17 32.17 32.17 32.17 1.77 1.77 1.77 1.78 1.78 19.40 19.41 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -10.16 -10.16 -10.16
526.83 -91.10 -367.91 -849.65 272.87 -384.93 1226.44 944.35 628.87 -220.56 -4.84 103.17 141.62 -12.07 272.87 319.99 -190.46 424.24 -303.54 233.73 -2094.80 1106.16 -1174.73 -1415.14 901.35 -931.36 -956.59 666.30 279.11 -136.75 396.80 145.28 151.28 -33.39 91.44 -93.00 -24.73 -15.47 -20.92 -11.25 8.80 -6.56 31.71 -51.45 -12.68 -10.76 -9.05 -4.21 6.24 8.59 4.67 -3823.17 -1355.95 840.35
-1857.64 91.10 -389.18 114.02 -414.59 389.18 367.91 -240.03 58.01 31.26 240.03 -327.13 489.13 -80.55 84.50 -1233.79 -1226.45 -1029.11 -1250.66 -1363.20 1323.12 530.48 -750.16 759.16 541.45 152.40 849.64 1233.79 279.10 832.54 1029.11 2094.79 2150.41 2000.74 1915.37 759.30 1415.13 1423.68 1421.38 1315.05 444.38 956.58 859.59 955.09 785.52 -219.47 -396.80 127.85 -434.54 -64.49 -871.89 -178.29 928.51 -128.90 39.86 109.08 33.39 30.79 135.72 139.01 -314.15 -31.72 187.32 198.21 -228.73 1.12 4.20 31.56 -14.19 58.93 -1323.12 133.51 642.66 192.01 -321.51 5838.85 480.04 8129.65 111.93 1954.31 1627.15 177.13 1093.57 -3.94 803.89 -2401.34 43.48 -79.83 170.66 -905.36 990.80 77.43 196.88 -107.23 563.23 -2407.78 88.86 580.62 186.35 -1055.51 -2150.41 -1106.17 -822.97 -1928.30 -1791.19 822.96 1174.72 1418.44 1374.03 1350.24 -1418.45 -944.36 -759.31 -1276.56 -1311.90 -1423.69 -901.36 -688.67 -1395.48 -1272.51 688.67 931.35 1071.66 1104.04 1060.44 -1071.66 -628.87 -444.39 -939.90 -913.29 -859.59 -666.30 -380.72 -977.65 -747.18 380.72 386.08 574.88 633.96 575.66 178.71 4.83 871.89 199.86 739.49 -497.83 -279.12 -178.70 -292.72 -476.19 -127.85 136.74 497.83 375.54 260.43 79.48 220.55 219.48 257.50 210.42 -5.38 -145.29 -79.47 4.21 -59.72 -30.78 -91.44 -273.65 -124.07 -302.56 273.66 322.27 -120.43 411.17 152.29 -3.20 51.44 166.97 -74.95 295.39 9.99 12.67 135.70 -21.75 262.77 70.27 10.76 102.20 -8.51 311.07 5.51 9.04 56.62 -21.43 112.06 1.82 -6.25 27.09 -31.57 52.14 68.80 -8.60 19.86 0.36 159.91 6.05 -4.68 -0.42 -20.28 10.14 -187.33 92.99 3.19 224.91 -332.12 -166.98 24.72 -9.99 -48.21 -319.20 -135.71 15.47 -70.28 5.03 -371.53 -102.21 20.91 -5.52 18.31 -194.30 -56.63 12.06 -1.13 5.43 -104.18 -31.56 11.25 -1.83 12.70 -60.22 -27.10 -8.81 -68.81 -4.64 -172.99 -19.87 6.56 -6.06 27.32 -46.76 0.41 -0.01 -0.01 8.41 0.73 375.47 1355.96 -154.72 -1438.07 128.67 154.72 -1201.35 107.92 -1252.83 128.67 -48.10 2661.60 -21.20 1746.00 -34.55
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
415 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-10.15 -10.15 -10.15 -10.15 -10.15 -10.15 -10.15 -10.15 -10.15 -10.15 -10.15 -10.15 -10.15 25.43 63.60 25.43 25.43 25.43 25.43 -3.90 -3.90 10.92 -0.00 -0.00 63.60 -10.15 -10.15 -10.15 -10.15 -10.16 25.43 25.43 25.43 25.43 25.43 25.43 25.43 25.43 -3.90 -3.90 -3.90 -3.90 -3.90 10.92 10.92 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
440.25 153.77 -474.35 -1530.20 759.02 759.02 -2064.27 1739.37 -322.92 -1931.02 1792.62 21.49 -1823.46 1064.18 289.47 -2438.41 -1267.81 -1126.79 -762.83 -155.63 -802.61 65.14 -74.73 -33.66 289.48 -1575.64 -893.60 205.54 -2661.59 1201.35 1218.43 -1489.09 656.24 905.81 -1028.24 519.60 458.89 -525.13 355.02 -80.93 326.09 175.38 19.50 -114.83 35.40 -129.56 -97.88 -32.85 -47.80 -16.20 33.10 3.47 82.54 42.11
4.29 -7.03 1.76 0.30 -0.87 0.87 14.56 -17.79 0.40 -35.10 59.83 -52.90 -81.48 1455.67 -261.42 -2968.38 -2020.37 -1902.54 -1274.57 -88.90 -484.11 92.16 22.24 -22.96 261.42 2.73 2.97 -15.45 21.20 -107.92 1768.12 -2408.35 1039.36 1335.47 -1715.88 869.11 604.88 -773.36 231.17 -475.06 -127.88 -314.57 111.63 -53.82 -8.20 -123.11 -69.65 -27.35 -41.76 -18.99 21.13 -7.32 -43.03 -88.97
-205.54 893.61 1530.20 -2425.26 1575.64 2064.27 -1739.37 322.93 1931.02 -1792.62 -21.49 1823.46 -1464.65 1267.81 3324.10 -1064.18 -1218.43 -905.81 -458.89 -326.10 -2518.84 114.82 -82.54 -11.63 -874.90 -2425.27 474.35 -153.76 -440.24 -840.35 1489.08 -656.25 1126.79 1028.24 -519.61 762.83 525.13 -520.63 802.61 -355.03 80.92 155.62 -175.39 -35.41 37.10 -42.12 -20.19 -9.96 -16.92 6.31 12.07 -0.01 129.55 97.87
15.45 -2.97 -0.30 -6.15 -2.73 -14.56 17.79 -0.40 35.10 -59.83 52.90 81.48 -143.38 2020.36 -229.44 -1455.67 -1768.13 -1335.48 -604.88 127.88 2182.16 53.82 43.02 13.51 125.78 6.15 -1.76 7.03 -4.29 48.10 2408.35 -1039.36 1902.54 1715.87 -869.11 1274.56 773.35 -716.69 484.11 -231.16 475.07 88.90 314.58 8.20 -67.70 88.96 41.07 27.11 24.90 -8.54 -14.39 -4.30 123.10 69.65
17:07:07 03/17/10
95.34 321.64 260.77 -708.91 471.44 486.27 -458.70 410.61 317.95 -490.98 326.82 386.67 -381.06 1404.81 3414.76 -2103.66 -1497.74 -1224.46 -735.98 -339.07 -2337.88 178.86 -283.66 -81.69 -276.61 -559.76 -123.88 18.89 -1470.98 208.54 1631.03 -1292.37 1074.11 1165.09 -932.44 772.55 592.78 -629.97 814.82 -306.86 286.49 232.98 -109.73 -149.32 72.06 -309.64 -212.96 -77.21 -116.72 -17.84 81.47 6.24 382.52 252.48
8.02 -3.07 0.36 -1.05 -0.73 -2.36 3.90 -3.62 7.02 -12.52 20.80 5.99 -26.06 2094.00 -463.86 -2657.09 -2282.23 -1950.62 -1132.20 27.44 1195.21 145.08 117.72 -17.04 182.95 1.24 0.36 -3.07 8.02 -34.55 2515.94 -2076.94 1772.23 1838.16 -1557.22 1291.37 830.26 -897.62 503.47 -497.09 244.38 -158.84 300.00 -45.34 -75.43 -61.59 -51.56 -0.43 -30.39 -49.66 12.16 -20.97 144.42 -34.85
Helman O. Mozo
Page
Job
416 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.00 20.18 -41.08 -0.00 9.95 -27.12 -0.00 16.91 -24.91 -0.00 11.62 -13.52 -0.00 -6.32 8.54 -0.00 -12.08 14.38 -0.00 0.00 4.29 -156.28 486.38 424.45 -156.28 286.87 1185.29 -156.28 -120.19 -184.33 -156.28 -98.38 -751.82 -156.28 -41.42 67.62 -156.28 -177.80 1066.86 -156.28 544.76 6612.22 -156.28 59.19 675.14 -156.29 59.19 -675.14 -156.29 -375.81 -313.58 -156.29 372.06 1087.16 26.43 11.30 72.91 140.14 -550.71 -828.81 252.25 651.69 1981.93 274.95 -169.65 -490.13 472.23 -454.14 -280.29 -115.40 -785.84 -1350.45 -200.20 15.06 -1394.53 -115.40 34.67 -653.17 -115.40 805.13 1643.53 -115.41 555.22 1374.51 -115.41 333.48 854.29 11.27 -169.61 -276.20 11.27 -12.76 -1216.81 5.28 229.79 -38.02 0.01 -229.65 276.35 0.01 -11.69 22.50 -200.20 15.06 1394.52 -156.28 320.03 -5878.27 -156.28 -192.72 -1669.02 -156.28 429.93 2708.13 -156.28 -271.46 -117.00 -156.28 209.93 2631.45 -115.40 -1391.95 -3206.11 -115.40 627.87 1557.20 -115.40 -871.81 -1932.70 -115.41 -925.87 -2161.14 -115.41 511.43 1311.75 -115.41 -648.37 -1519.01 -115.41 -644.38 -1437.06 -115.41 418.42 937.85 11.27 209.74 349.26 11.27 -49.48 -570.66 11.27 345.82 -6.55 11.27 189.64 156.27 11.27 -136.55 -188.43 5.28 -106.82 9.66
32.84 47.79 33.65 16.19 -33.11 -3.48 -0.01 -286.87 -209.93 271.46 -429.93 192.72 -544.76 480.99 -320.03 375.81 -372.06 -11.30 550.71 -651.69 169.65 454.14 -475.34 -805.14 651.74 785.84 1391.94 925.86 644.38 -345.82 -988.35 106.82 108.54 4.07 32.16 480.99 177.80 41.42 98.37 120.19 -627.87 871.80 -555.23 -511.44 648.36 -333.49 -418.42 246.48 12.75 -209.74 49.47 169.61 -189.65 -117.64
27.34 95.64 -24.78 41.75 104.13 26.39 22.95 91.20 -3.54 18.98 50.16 9.85 -21.14 -71.11 -22.73 7.31 -28.06 39.13 -0.01 -0.01 7.73 -1185.30 116.29 -443.47 -2631.46 37.69 -708.48 117.00 75.42 -33.57 -2708.14 -214.60 -1405.44 1669.02 46.46 533.30 -6612.22 -178.46 -1369.58 8129.85 183.84 2642.13 5878.27 -52.67 1323.32 313.58 74.92 -62.27 -1087.16 -90.19 -168.92 -55.54 71.83 205.40 839.62 111.12 180.42 -1971.27 -158.54 -369.21 492.29 151.56 456.56 299.05 59.62 -40.05 -586.23 -107.72 -100.42 -1643.54 -958.42 -1803.61 718.71 630.12 -638.64 1350.45 492.80 418.78 3206.10 1323.54 2921.47 2161.13 892.22 2129.91 1437.05 589.07 1380.33 6.56 -362.80 -189.79 66.65 -704.65 -809.56 -9.67 334.55 -47.40 305.35 -218.44 1049.15 51.61 -13.75 133.67 -270.85 22.31 530.92 -8129.85 112.07 -1959.86 -1066.86 -4.41 -808.38 -67.63 171.99 963.50 751.81 -82.08 301.05 184.32 190.70 1626.61 -1557.20 -1216.76 -2869.46 1932.69 903.41 2102.34 -1374.52 -859.66 -1992.30 -1311.76 -865.85 -2092.11 1519.01 698.67 1705.28 -854.29 -591.48 -1429.70 -937.86 -640.25 -1430.67 200.99 400.54 686.05 1216.81 156.60 1102.31 -349.25 -182.46 -647.50 570.67 278.23 397.06 276.20 252.87 304.40 -156.26 -229.60 -242.61 288.07 -223.08 295.90
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
417 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
5.27 117.64 -288.08 357.79 -32.61 472.51 -318.71 0.01 -2.25 58.55 17.60 204.36 27.69 474.18 0.01 -47.80 44.37 21.29 172.69 -47.82 391.50 0.01 -9.64 102.21 8.56 127.34 -1.94 414.02 0.01 -22.37 29.20 9.58 79.24 -23.08 195.58 0.00 -11.37 20.58 -6.20 44.64 -31.70 117.63 0.00 8.83 80.42 -8.62 25.55 0.37 191.12 0.00 -6.55 10.47 -4.69 2.58 -20.27 23.54 0.01 -108.55 -305.36 2.24 -58.55 -191.73 -656.35 0.01 -17.61 -204.37 47.79 -44.38 54.43 -448.64 0.01 -21.30 -172.70 9.63 -102.22 -21.04 -495.84 0.01 -8.57 -127.35 22.36 -29.20 24.87 -282.36 0.01 -9.59 -79.25 11.68 -22.51 3.78 -183.54 0.00 -4.08 -51.61 11.36 -20.59 13.14 -130.22 0.00 6.19 -44.65 -8.84 -80.43 -4.77 -225.59 0.00 8.61 -25.56 6.54 -10.48 27.33 -64.99 0.00 4.68 -2.59 -0.01 -0.01 8.42 -4.68 -163.24 1884.79 183.95 -656.37 -68.68 716.01 67.19 -163.24 656.36 68.68 106.27 68.46 373.61 67.19 -163.24 -748.55 -28.87 -2053.35 -17.00 -1396.97 -22.87 -163.25 -869.02 3.17 -227.61 12.98 -445.45 6.56 -163.25 214.64 -6.20 -2002.54 -1.86 -549.05 -2.47 -163.26 -2641.82 2.32 -3507.56 -2.87 -1518.76 -0.14 -163.26 3507.56 2.87 3023.44 -5.71 1170.51 -0.51 -163.27 -543.28 0.42 -1904.31 -3.19 -494.24 -0.56 -163.27 -543.29 -0.42 -1362.10 -16.62 -328.17 -2.93 -163.27 1362.10 16.62 1021.35 26.55 287.43 5.21 -163.28 -1021.35 -26.55 -335.69 22.63 -270.19 -0.78 193.97 335.69 11.34 -992.55 -86.79 -129.87 -14.92 372.66 992.55 103.78 652.28 100.10 216.88 26.88 548.84 -652.28 -83.35 251.30 -43.86 -73.99 -23.47 571.54 -251.31 46.02 -1231.89 -43.69 -310.85 0.49 571.54 1231.89 43.69 893.44 85.70 246.31 14.99 -145.09 799.05 1043.28 910.47 1496.18 1029.83 1529.80 -81.25 -268.57 161.58 -3695.68 291.38 -3746.14 428.04 -145.09 -1473.17 -1192.34 -799.06 -1043.29 -1364.70 -1342.72 -145.09 -910.47 -1496.19 -588.99 -827.70 -903.29 -1399.93 -145.09 -734.31 -1272.09 -426.08 -629.62 -699.03 -1145.61 -145.08 -473.67 -779.95 -129.92 -250.48 -363.61 -620.74 4.49 -85.88 -32.78 -272.83 253.55 -252.48 155.40 4.49 -652.20 -447.95 -2827.12 2399.37 -2448.99 1373.55 -6.89 -343.35 -70.88 -204.42 -62.49 -544.41 -132.54 -0.00 -497.56 -436.44 -130.49 222.70 -1132.75 -385.50 -0.00 -19.64 -22.64 1.57 13.35 -32.58 -16.75 -81.26 -268.58 -161.58 401.53 237.37 62.82 35.81 -163.26 1904.32 3.19 3023.44 5.71 689.44 1.25 -163.25 2002.53 1.86 2641.82 -2.32 1372.27 -0.14 -163.25 227.61 -12.98 -214.64 6.20 4.73 -2.47 -163.25 2053.35 17.00 869.02 -3.17 1385.87 6.56 -163.24 -106.27 -68.46 748.54 28.87 371.02 -22.87 -145.09 588.99 827.69 975.50 1617.03 942.46 1472.73 -145.09 -975.50 -1617.04 -350.51 -524.03 -798.80 -1289.80 -145.09 350.51 524.02 734.30 1272.08 653.50 1081.99 -145.08 426.08 629.62 631.38 1103.82 637.03 1044.24
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
418 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-145.08 -145.08 -145.08 -145.08 4.49 4.49 4.49 4.49 4.49 -6.89 -6.89 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
-631.39 -1103.83 240.95 368.12 129.91 250.47 -261.82 -580.38 273.82 102.25 8.13 -397.05 272.82 -253.55 149.13 -338.63 -192.54 293.04 204.43 62.49 -179.21 -12.15 -121.51 -23.78 -71.09 -93.29 -12.84 -21.70 -31.89 -43.17 -3.88 -18.99 40.75 21.15 6.41 -7.38 130.48 -222.71 17.17 -51.12 -3.93 -50.07 -6.96 -25.00 2.00 -25.46 -1.58 -13.36 -17.47 8.54 -16.23 14.36 -1.86 4.27
-240.95 473.67 261.82 -428.67 652.19 -273.83 -8.13 85.87 -149.13 179.22 -660.42 -17.18 3.92 6.96 -2.01 17.46 16.22 1.85 121.50 71.08 12.83 31.88 19.63 3.88 -40.76 -6.42 -0.01
-368.13 779.95 580.38 -139.19 447.95 -102.24 397.05 32.78 338.63 12.15 42.67 51.11 50.06 24.99 25.45 -8.55 -14.37 -4.27 23.77 93.28 21.69 43.16 22.63 18.99 -21.15 7.37 -0.01
17:07:07 03/17/10
-525.51 430.49 235.98 -415.96 651.79 -187.02 186.31 165.41 -240.49 381.30 -834.47 -250.13 -121.14 -10.61 -61.13 24.48 102.75 14.91 454.47 159.17 16.05 44.94 39.01 4.14 -105.02 -40.85 -3.37
-886.72 691.61 500.51 -433.48 387.27 -351.43 101.01 -215.27 444.62 74.18 30.33 49.30 -77.97 5.94 -31.96 -49.68 12.22 -21.02 -358.80 76.04 -51.19 32.76 -5.11 10.14 -22.75 39.19 7.68
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.6 16.6 D263Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.5 16.5 D91Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.5 16.5 D188Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.5 16.5 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.4 16.4 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.4 16.4 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.4 16.4 D197Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.3 16.3 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.3 16.3 D280Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.2 16.2 D130Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.2 16.2 D205Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.2 16.2 D304Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.1 16.1 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.1 16.1 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.1 16.1 D196Z139P 139.19 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.0 16.0 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9 D204Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9
Helman O. Mozo
Page
Job
419 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D303Z138P D270Z138P D104Z138P D195Z138P D103Z138P D278Z138P D128Z138P D203Z138P D302Z137P D269Z137P D102Z137P D194Z137P D101Z136P D277Z136P D127Z136P D202Z136P D301Z136P D268Z136P D100Z136P D193Z136P D99Z135P D276Z135P D126Z135P D201Z135P D300Z135P D267Z135P D98Z135P D192Z135P D97Z134P D275Z134P D125Z134P D200Z134P D299Z134P D266Z134P D96Z134P D191Z134P D95Z133P D274Z133P D124Z133P D199Z133P D298Z133P D265Z133P D94Z133P D190Z133P D93Z132P D273Z132P D123Z132P D198Z132P D297Z131P D264Z131P D92Z131P D189Z131P D84Z131P D260Z131P
138.10 138.09 138.09 138.09 137.54 137.54 137.54 137.53 136.99 136.98 136.98 136.98 136.43 136.43 136.43 136.42 135.88 135.87 135.87 135.87 135.32 135.32 135.32 135.31 134.77 134.76 134.76 134.76 134.22 134.21 134.21 134.20 133.66 133.66 133.66 133.65 133.11 133.10 133.10 133.10 132.55 132.55 132.55 132.54 132.00 131.99 131.99 131.99 131.44 131.44 131.44 131.43 130.89 130.88
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.67 0.67 0.67 0.66 0.66 0.66 0.66 0.66 0.65 0.65 0.65 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.63 0.63 0.63 0.63 0.62 0.62 0.62 0.63 0.62 0.62 0.62 0.62 0.61 0.61 0.61 0.61 0.60 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.58 0.59 0.59 0.59 0.58 0.58
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
15.8 15.7 15.7 15.7 15.6 15.6 15.6 15.6 15.4 15.4 15.4 15.4 15.3 15.3 15.3 15.3 15.1 15.1 15.1 15.1 14.9 14.9 14.9 15.0 14.8 14.8 14.8 14.8 14.6 14.6 14.6 14.7 14.4 14.5 14.5 14.5 14.3 14.3 14.3 14.4 14.1 14.2 14.2 14.2 14.0 14.0 14.0 14.1 13.8 13.9 13.9 13.9 13.7 13.7
15.8 15.7 15.7 15.7 15.6 15.6 15.6 15.6 15.4 15.4 15.4 15.4 15.3 15.3 15.3 15.3 15.1 15.1 15.1 15.1 14.9 14.9 14.9 15.0 14.8 14.8 14.8 14.8 14.6 14.6 14.6 14.7 14.4 14.5 14.5 14.5 14.3 14.3 14.3 14.4 14.1 14.2 14.2 14.2 14.0 14.0 14.0 14.1 13.8 13.9 13.9 13.9 13.7 13.7
Helman O. Mozo
Page
Job
420 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D85Z131P D185Z131P D87Z130P D262Z130P D88Z130P D187Z130P D89Z129P D86Z129P D261Z129P D186Z129P D83Z128P D259Z128P D82Z128P D184Z128P D80Z126P D81Z126P D258Z126P D183Z126P D78Z125P D257Z125P D79Z125P D182Z125P D76Z124P D77Z124P D256Z124P D181Z124P D74Z122P D255Z122P D75Z122P D180Z122P D72Z121P D73Z121P D254Z121P D179Z121P D70Z119P D253Z119P D71Z119P D178Z119P D67Z118P D252Z118P D68Z118P D177Z118P D69Z117P D66Z117P D251Z117P D176Z117P D58Z115P D65Z115P D250Z115P D175Z115P D40Z113P D41Z113P D238Z113P D163Z113P
130.88 130.88 129.90 129.89 129.89 129.88 128.91 128.90 128.90 128.89 127.91 127.90 127.90 127.89 126.49 126.48 126.48 126.47 125.07 125.06 125.06 125.05 123.65 123.64 123.64 123.63 122.23 122.22 122.22 122.21 120.81 120.80 120.80 120.79 119.39 119.38 119.38 119.37 117.97 117.96 117.96 117.95 116.95 116.94 116.94 116.93 114.93 114.91 114.91 114.90 113.27 113.25 113.25 113.24
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.58 0.58 0.57 0.57 0.57 0.57 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.55 0.53 0.53 0.53 0.53 0.52 0.52 0.52 0.52 0.50 0.50 0.50 0.51 0.49 0.49 0.49 0.49 0.47 0.48 0.48 0.48 0.46 0.46 0.46 0.46 0.45 0.45 0.45 0.45 0.44 0.44 0.44 0.44 0.42 0.42 0.42 0.42 0.41 0.41 0.41 0.40
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
13.7 13.8 13.4 13.5 13.5 13.5 13.2 13.2 13.2 13.3 12.9 13.0 13.0 13.0 12.6 12.6 12.6 12.7 12.3 12.3 12.3 12.3 11.9 11.9 11.9 12.0 11.6 11.6 11.6 11.6 11.2 11.3 11.3 11.3 10.9 10.9 10.9 10.9 10.6 10.6 10.6 10.6 10.4 10.4 10.4 10.4 10.0 9.9 10.0 9.9 9.6 9.6 9.6 9.6
13.7 13.8 13.4 13.5 13.5 13.5 13.2 13.2 13.2 13.3 12.9 13.0 13.0 13.0 12.6 12.6 12.6 12.7 12.3 12.3 12.3 12.3 11.9 11.9 11.9 12.0 11.6 11.6 11.6 11.6 11.2 11.3 11.3 11.3 10.9 10.9 10.9 10.9 10.6 10.6 10.6 10.6 10.4 10.4 10.4 10.4 10.0 9.9 10.0 9.9 9.6 9.6 9.6 9.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D64Z112P D57Z112P D246Z112P D171Z112P D42Z110P D43Z110P D239Z110P D164Z110P D56Z108P D63Z108P D249Z108P D174Z108P D44Z107P D45Z107P D240Z107P D165Z107P D62Z105P D55Z105P D245Z105P D170Z105P D46Z103P D47Z103P D241Z103P D166Z103P D54Z102P D61Z102P D248Z102P D173Z102P D48Z100P D49Z100P D242Z100P D167Z100P D60Z98P D53Z98P D244Z98P D169Z98P D50Z97P D51Z97P D243Z97P D168Z97P D52Z95P D59Z95P D247Z95P D172Z95P D27Z93P D1Z93P D213Z93P D138Z93P D109Z92P D131Z92P D281Z92P D206Z92P D26Z90P D25Z90P
111.61 111.59 111.59 111.58 109.95 109.93 109.93 109.92 108.29 108.27 108.27 108.26 106.63 106.61 106.61 106.60 104.97 104.95 104.95 104.94 103.31 103.29 103.29 103.28 101.65 101.63 101.63 101.62 99.99 99.97 99.97 99.96 98.33 98.31 98.31 98.30 96.67 96.65 96.65 96.64 95.01 94.99 94.99 94.98 93.34 93.33 93.33 93.32 91.63 91.62 91.62 91.61 89.60 89.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.39 0.39 0.39 0.39 0.38 0.38 0.38 0.37 0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.34 0.34 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.30 0.30 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.28 0.27 0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.22
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
9.3 9.2 9.2 9.2 9.0 8.9 8.9 8.9 8.6 8.6 8.6 8.5 8.3 8.2 8.2 8.1 8.0 7.9 7.9 7.8 7.7 7.6 7.6 7.5 7.4 7.3 7.3 7.1 7.1 6.9 7.0 6.8 6.8 6.6 6.6 6.5 6.5 6.4 6.4 6.2 6.2 6.1 6.1 5.9 6.0 5.8 5.8 5.6 5.7 5.5 5.5 5.3 5.4 5.2
9.3 9.2 9.2 9.2 9.0 8.9 8.9 8.9 8.6 8.6 8.6 8.5 8.3 8.2 8.2 8.1 8.0 7.9 7.9 7.8 7.7 7.6 7.6 7.5 7.4 7.3 7.3 7.1 7.1 6.9 7.0 6.8 6.8 6.6 6.6 6.5 6.5 6.4 6.4 6.2 6.2 6.1 6.1 5.9 6.0 5.8 5.8 5.6 5.7 5.5 5.5 5.3 5.4 5.2
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D225Z90P D150Z90P D111Z88P D132Z88P D282Z88P D207Z88P D23Z86P D24Z86P D224Z86P D149Z86P D113Z84P D133Z84P D283Z84P D208Z84P D22Z81P D21Z81P D223Z81P D148Z81P D115Z79P D134Z79P D284Z79P D209Z79P D20Z75P D19Z75P D222Z75P D147Z75P D117Z72P D135Z72P D285Z72P D210Z72P D17Z68P D16Z68P D220Z68P D145Z68P D119Z62P D136Z62P D286Z62P D211Z62P D15Z55P D18Z55P D221Z55P D146Z55P D28Z50P D39Z50P D237Z50P D162Z50P D12Z45P D296Z45P D13Z45P D37Z45P D235Z45P D161Z45P D218Z45P D160Z45P
89.59 89.58 87.88 87.87 87.87 87.85 85.88 85.87 85.87 85.85 83.78 83.77 83.77 83.76 81.33 81.32 81.32 81.30 78.61 78.59 78.59 78.58 75.37 75.35 75.35 75.33 72.00 71.98 71.98 71.96 67.97 67.95 67.95 67.93 62.41 62.40 62.40 62.38 55.30 55.28 55.28 55.27 50.37 50.35 50.35 50.34 44.59 44.58 44.58 44.57 44.57 44.56 44.56 44.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.22 0.21 0.22 0.21 0.21 0.20 0.21 0.20 0.20 0.19 0.20 0.19 0.19 0.18 0.18 0.18 0.18 0.17 0.17 0.16 0.16 0.16 0.15 0.15 0.15 0.14 0.14 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.08 0.07 0.07 0.07 0.06 0.06 0.06 0.06 0.04 0.04 0.04 0.05 0.05 0.04 0.04 0.04
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
5.2 5.1 5.2 5.0 5.0 4.8 4.9 4.7 4.7 4.6 4.7 4.5 4.5 4.3 4.4 4.1 4.2 4.1 4.0 3.8 3.9 3.7 3.7 3.5 3.5 3.4 3.4 3.1 3.1 3.0 2.9 2.7 2.7 2.7 2.7 2.6 2.6 2.5 1.9 1.7 1.7 1.7 1.5 1.4 1.4 1.3 1.0 1.0 1.1 1.1 1.1 0.9 0.9 0.9
5.2 5.1 5.2 5.0 5.0 4.8 4.9 4.7 4.7 4.6 4.7 4.5 4.5 4.3 4.4 4.1 4.2 4.1 4.0 3.8 3.9 3.7 3.7 3.5 3.5 3.4 3.4 3.1 3.1 3.0 2.9 2.7 2.7 2.7 2.7 2.6 2.6 2.5 1.9 1.7 1.7 1.7 1.5 1.4 1.4 1.3 1.0 1.0 1.1 1.1 1.1 0.9 0.9 0.9
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D11Z36P D36Z36P D234Z36P D159Z36P D10Z31P D35Z31P D233Z31P D158Z31P D8Z26P D295Z26P D6Z26P D33Z26P D231Z26P D216Z26P D155Z26P D156Z26P D5Z19P D31Z19P D229Z19P D154Z19P D9Z13P D34Z13P D232Z13P D157Z13P D122Z9P D294Z9P D3Z9P D121Z9P D227Z9P D214Z9P D151Z9P D152Z9P
36.33 36.32 36.32 36.30 31.33 31.32 31.32 31.31 26.29 26.29 26.29 26.28 26.28 26.27 26.27 26.27 18.74 18.73 18.73 18.73 13.34 13.34 13.34 13.33 8.59 8.59 8.59 8.59 8.59 8.59 8.59 8.58
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.8 0.7 0.7 0.8 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.8 0.7 0.7 0.8 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 17 "SERVICIO 1-3"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ---------------------------------------------------------------------------------------------D0Z93P 0.1695 -174.6 -0.01246 0.0000 0.0000 0.0000 0.1695 -175.9 93.32 D1Z93P 0.1693 -0.1694 -0.01854 0.2829 0.2916 0.0507 1.494 -1.494 93.32 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.00279 -826.3 55.55 0.0000 0.0000 0.0000 -3.52 -833.3 64.14 D4Z13P 0.001492 -200.9 13.5 0.0000 0.0000 0.0000 0.001492 -207.6 26.84 D5Z19P 0.001101 -0.003205 -0.001785 0.0164 0.0184 -0.1935 -6.339 -6.344 18.73 D6Z26P 0.01119 -448.1 30.12 0.0000 0.0000 0.0000 -2.522 -453.9 56.4 D7Z31P 0.0149 -239.8 16.11 0.0000 0.0000 0.0000 0.0149 -245.3 47.43 D8Z26P 0.01127 -0.009299 -0.002783 0.0407 0.0542 -0.2457 -5.822 -5.842 26.28 D9Z13P 0.002139 -0.001298 -0.001463 0.0075 -0.0328 -0.1362 -6.701 -6.704 13.34 D10Z31P 0.01515 -0.01462 -0.003144 0.0453 0.0149 -0.2576 -5.479 -5.509 31.32 D11Z36P 0.01912 -0.02039 -0.003423 0.0550 0.0562 -0.2395 -5.139 -5.179 36.32 D12Z45P 0.03388 -0.03255 -0.004127 0.0840 0.0845 -0.2078 -4.569 -4.636 44.57 D13Z45P 0.03387 -698.4 46.94 0.0000 0.0000 0.0000 -2.349 -703 91.52 D14Z50P 0.04155 -241.1 16.2 0.0000 0.0000 0.0000 0.04155 -245.3 66.55 D15Z55P 0.04982 -0.05229 -0.004489 0.1702 0.1659 -0.1730 -3.833 -3.935 55.28 D16Z68P 0.08457 -0.08374 -0.02076 0.0838 0.0908 0.0369 3.116 -3.115 67.93 D17Z68P 0.07933 -0.08382 -0.005071 0.0964 0.0906 -0.1085 -2.952 -3.115 67.95 D18Z55P 0.0539 -0.05308 -0.01982 0.1695 0.1702 0.0304 3.937 -3.936 55.27 D19Z75P 0.1027 -0.1023 -0.0211 0.1841 0.1881 0.0412 2.637 -2.636 75.33 D20Z75P 0.1031 -0.1076 -0.005436 0.1756 0.1624 -0.0869 -2.431 -2.641 75.35 D21Z81P 0.1236 -0.1231 -0.02044 0.1833 0.1869 0.0445 2.256 -2.256 81.3 D22Z81P 0.1209 -0.1272 -0.005566 0.2109 0.2036 -0.0663 -2.012 -2.26 81.32 D23Z86P 0.1388 -0.1452 -0.005723 0.2200 0.2113 -0.0479 -1.688 -1.972 85.87 D24Z86P 0.1385 -0.1384 -0.02004 0.2193 0.2230 0.0470 1.965 -1.965 85.85 D25Z90P 0.1542 -0.1541 -0.01926 0.2246 0.2287 0.0490 1.731 -1.731 89.58 D26Z90P 0.1524 -0.1598 -0.005776 0.2372 0.2238 -0.0339 -1.424 -1.736 89.59 D27Z93P 0.1695 -0.177 -0.00588 0.2716 0.2832 -0.0241 -1.155 -1.502 93.33 D28Z50P 0.04158 -0.04248 -0.004326 0.0763 0.0480 -0.1800 -4.173 -4.257 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.003406 0.003748 -0.003109 0.0000 0.0000 0.0000 3.519 -7.019 8.587 D31Z19P 0.009354 -0.008728 -0.00925 0.0165 0.0182 0.0102 6.35 -6.349 18.73 D32Z26P 0.007596 -0.007087 -0.01116 0.0000 0.0000 0.0000 2.54 -5.84 26.27 D33Z26P 0.007627 -0.006606 -0.01339 0.0225 0.0268 0.0142 5.84 -5.839 26.27 D34Z13P 0.002717 -0.001933 -0.007088 0.0951 0.0946 0.0074 6.706 -6.705 13.33 D35Z31P 0.01491 -0.01384 -0.01499 0.1142 0.1159 0.0171 5.509 -5.508 31.31 D36Z36P 0.02386 -0.02283 -0.01633 0.0580 0.0606 0.0198 5.182 -5.181 36.3 D37Z45P 0.02821 -0.02716 -0.01902 0.0791 0.0815 0.0243 4.631 -4.63 44.56 D38Z45P 0.02819 -0.02767 -0.01584 0.0000 0.0000 0.0000 2.411 -4.631 44.56 D39Z50P 0.04162 -0.0407 -0.01948 0.1401 0.1431 0.0275 4.256 -4.255 50.34 D40Z113P 0.2862 -0.2881 -0.006304 0.3544 0.3726 0.0465 -1.039 -1.613 113.3 D41Z113P 0.2862 -0.2868 -0.02314 0.3715 0.3687 0.0513 1.611 -1.612 113.2 D42Z110P 0.2649 -0.2678 -0.006248 0.3447 0.3622 0.0348 -1.06 -1.593 109.9 D43Z110P 0.265 -0.2654 -0.02268 0.3630 0.3617 0.0512 1.59 -1.59 109.9 D44Z107P 0.2443 -0.2481 -0.006188 0.3365 0.3537 0.0230 -1.081 -1.573 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
425 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.2443 0.2242 0.2243 0.2049 0.2051 0.1868 0.1869 0.1779 0.1961 0.2143 0.2344 0.2544 0.2756 0.2968 0.1782 0.1954 0.2147 0.234 0.2547 0.2754 0.2971 0.3098 0.3163 0.3161 0.3096 0.3262 0.3263 0.3363 0.3364 0.3465 0.3466 0.3568 0.3568 0.3673 0.3673 0.3777 0.3777 0.3883 0.3882 0.4108 0.4107 0.3956 0.403 0.4032 0.3956 0.4927 0.4927 0.4151 0.4194 0.4238 0.4282 0.4328 0.4373 0.4418
-0.2446 -0.2291 -0.2246 -0.2107 -0.2053 -0.1935 -0.1871 -0.185 -0.1964 -0.2197 -0.2347 -0.2578 -0.2761 -0.2983 -0.1783 -0.2017 -0.2149 -0.2384 -0.255 -0.2778 -0.2975 -0.3104 -0.3169 -0.3168 -0.3106 -0.3266 -0.3267 -0.3366 -0.3369 -0.3466 -0.3471 -0.3568 -0.3575 -0.3671 -0.3679 -0.3775 -0.3785 -0.3891 -0.3878 -0.4095 -0.4117 -0.3965 -0.402 -0.4041 -0.3949 -0.4959 -0.494 -0.416 -0.4186 -0.4248 -0.4279 -0.4338 -0.4375 -0.4429
-0.02211 -0.006121 -0.02142 -0.006046 -0.0206 -0.005966 -0.01965 -0.005926 -0.02016 -0.006085 -0.02179 -0.006219 -0.02293 -0.00633 -0.01914 -0.006005 -0.02105 -0.006156 -0.02242 -0.006277 -0.02335 -0.0183 -0.006545 -0.0158 -0.006461 -0.006574 -0.01598 -0.00658 -0.01615 -0.006605 -0.01629 -0.006609 -0.01641 -0.006629 -0.01651 -0.006632 -0.0166 -0.01668 -0.006646 -0.006791 -0.01205 -0.01516 -0.006741 -0.0136 -0.006689 -0.006857 -0.01269 -0.01215 -0.006803 -0.01232 -0.006816 -0.01245 -0.006828 -0.01254
0.3492 0.3219 0.3429 0.3118 0.3183 0.2864 0.3129 0.2874 0.3135 0.3161 0.3469 0.3388 0.3698 0.3517 0.3087 0.2974 0.3340 0.3288 0.3584 0.3511 0.3631 0.3415 0.3753 0.3667 0.3670 0.3987 0.4132 0.4043 0.4115 0.4068 0.4142 0.4140 0.4212 0.4173 0.4228 0.4187 0.4278 0.4269 0.4176 0.4521 0.4385 0.4232 0.4223 0.4332 0.4152 0.5041 0.4797 0.4475 0.4780 0.4596 0.4894 0.4693 0.4960 0.4732
17:07:07 03/17/10
0.3495 0.3380 0.3405 0.3291 0.3190 0.2983 0.3106 0.3008 0.3130 0.3327 0.3459 0.3559 0.3673 0.3663 0.3049 0.3133 0.3322 0.3456 0.3579 0.3669 0.3756 0.3608 0.3957 0.3904 0.3829 0.4040 0.4126 0.4097 0.4079 0.4131 0.4127 0.4184 0.4181 0.4221 0.4217 0.4217 0.4227 0.4264 0.4252 0.4480 0.4482 0.4360 0.4477 0.4394 0.4317 0.4777 0.4778 0.4480 0.4496 0.4576 0.4635 0.4676 0.4694 0.4708
0.0511 1.569 0.0112 -1.101 0.0510 1.549 -0.0006 -1.12 0.0509 1.53 -0.0123 -1.138 0.0508 1.512 -0.0182 -1.147 0.0509 1.521 0.0053 -1.111 0.0511 1.559 0.0289 -1.071 0.0512 1.601 0.0524 -1.028 0.0508 1.503 -0.0064 -1.13 0.0510 1.54 0.0171 -1.091 0.0511 1.58 0.0407 -1.05 0.0513 1.622 0.0574 1.211 0.0589 -0.3737 0.0603 1.006 0.0575 -0.5921 0.0588 -0.3638 0.0591 1.016 0.0587 -0.3537 0.0580 1.026 0.0586 -0.3435 0.0568 1.037 0.0585 -0.3332 0.0557 1.047 0.0584 -0.3227 0.0546 1.057 0.0583 -0.3123 0.0534 1.068 0.0523 1.078 0.0582 -0.3018 0.0575 0.06076 0.0549 0.7607 0.0520 0.9723 0.0590 -0.06033 0.0540 0.8665 0.0597 -0.1811 0.0575 0.1427 0.0548 0.8427 0.0549 0.7651 0.0575 0.06939 0.0548 0.7738 0.0575 0.07825 0.0548 0.7828 0.0575 0.08728 0.0548 0.7918
-1.57 -1.554 -1.55 -1.536 -1.53 -1.518 -1.512 -1.51 -1.521 -1.545 -1.56 -1.583 -1.601 -1.623 -1.503 -1.527 -1.54 -1.563 -1.58 -1.603 -1.623 -1.212 -1.007 -1.007 -1.212 -1.017 -1.017 -1.027 -1.027 -1.037 -1.037 -1.047 -1.047 -1.057 -1.058 -1.067 -1.068 -1.079 -1.078 -0.7595 -0.7617 -0.9732 -0.8654 -0.8674 -0.9716 -0.8459 -0.844 -0.766 -0.7686 -0.7748 -0.7779 -0.7838 -0.7875 -0.7929
106.6 103.3 103.3 99.97 99.96 96.65 96.64 94.99 98.3 101.6 104.9 108.3 111.6 114.9 94.98 98.31 101.6 105 108.3 111.6 114.9 116.9 118 117.9 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.6 134.2 134.8
Helman O. Mozo
Page
Job
426 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 0.4464 -0.4471 D100Z136P 0.451 -0.4521 D101Z136P 0.4556 -0.4568 D102Z137P 0.4602 -0.4614 D103Z138P 0.4649 -0.4666 D104Z138P 0.4695 -0.4708 D105Z139P 0.4742 -0.4764 D106Z139P 0.4788 -0.4801 D107Z140P 0.4834 -0.4862 D108Z140P 0.488 -0.4894 D109Z92P 0.1613 -0.1689 D111Z88P 0.1461 -0.1529 D113Z84P 0.1307 -0.1369 D115Z79P 0.1123 -0.1178 D117Z72P 0.09222 -0.09631 D119Z62P 0.07628 -0.07875 D121Z9P -0.003394 0.004086 D122Z9P 0.002798 -2.443e-005 D123Z132P 0.4194 -0.4204 D124Z133P 0.4283 -0.4293 D125Z134P 0.4373 -0.4384 D126Z135P 0.4464 -0.4475 D127Z136P 0.4556 -0.4568 D128Z138P 0.4649 -0.4661 D129Z139P 0.4742 -0.4754 D130Z140P 0.4834 -0.4847 D131Z92P 0.1619 -0.1619 D132Z88P 0.1469 -0.1468 D133Z84P 0.1313 -0.131 D134Z79P 0.1142 -0.1137 D135Z72P 0.09314 -0.09246 D136Z62P 0.07646 -0.07609 D137Z93P 174.6 -0.1696 D138Z93P 0.1762 -0.1696 D139Z9P -0.003738 0.004098 D140Z13P 200.9 -0.0008832 D141Z26P 0.007093 -0.006573 D142Z31P 239.8 -0.01383 D143Z45P 0.02767 -0.02714 D144Z50P 241.1 -0.04064 D145Z68P 0.08332 -0.07866 D146Z55P 0.05211 -0.04896 D147Z75P 0.1066 -0.1023 D148Z81P 0.1265 -0.1207 D149Z86P 0.1443 -0.1385 D150Z90P 0.159 -0.1524 D151Z9P 826.3 -0.002204 D152Z9P 0.0006702 -0.002227 D153Z0P 0 0 D154Z19P 0.003624 -0.0003516 D155Z26P 448.1 -0.009768 D156Z26P 0.009766 -0.009771 D157Z13P 0.002003 -0.001428 D158Z31P 0.01506 -0.01391
-0.006836 0.5005 -0.01261 0.4780 -0.006843 0.5041 -0.01266 0.4809 -0.00685 0.5061 -0.01268 0.4825 -0.006855 0.5056 -0.01269 0.4800 -0.006857 0.5044 -0.01269 0.4800 -0.00582 0.2657 -0.005756 0.2198 -0.005656 0.2258 -0.005507 0.1791 -0.0053 0.1971 -0.004904 0.1060 -0.005282 0.0213 -0.001106 0.0030 -0.01224 0.4542 -0.01239 0.4650 -0.0125 0.4716 -0.01258 0.4756 -0.01264 0.4796 -0.01267 0.4821 -0.01269 0.4813 -0.01269 0.4799 -0.01894 0.2195 -0.01963 0.2458 -0.02028 0.1819 -0.02073 0.2011 -0.02113 0.1457 -0.01961 0.1219 -0.01243 0.0000 -0.005824 0.2844 -0.003262 0.0000 13.5 0.0000 -0.01125 0.0000 16.11 0.0000 -0.01587 0.0000 16.2 0.0000 -0.00495 0.0784 -0.004341 0.1807 -0.00533 0.1948 -0.005478 0.2082 -0.005647 0.2197 -0.005711 0.2329 55.55 0.0000 -0.001011 0.0071 0 0.0000 -0.001692 0.0284 30.12 0.0000 -0.002581 0.0701 -0.001345 -0.0226 -0.002936 0.0381
17:07:07 03/17/10
0.4737 0.4759 0.4776 0.4789 0.4799 0.4807 0.4792 0.4776 0.4778 0.4778 0.2652 0.2024 0.2272 0.1596 0.2012 0.0917 0.0259 0.0045 0.4513 0.4622 0.4691 0.4736 0.4773 0.4794 0.4790 0.4780 0.2230 0.2517 0.1830 0.2082 0.1465 0.1283 0.0000 0.2736 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0833 0.1828 0.2045 0.2133 0.2263 0.2431 0.0000 0.0130 0.0000 0.0282 0.0000 0.0585 0.0154 0.0631
0.0575 0.0548 0.0575 0.0548 0.0575 0.0548 0.0575 0.0548 0.0575 0.0548 -0.0299 -0.0387 -0.0584 -0.0730 -0.1054 -0.1331 0.0044 -0.0893 0.0548 0.0548 0.0548 0.0548 0.0548 0.0548 0.0548 0.0548 0.0502 0.0479 0.0460 0.0427 0.0395 0.0339 0.0000 -0.0388 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0447 -0.0208 -0.0348 -0.0381 -0.0402 -0.0412 0.0000 -0.0057 0.0000 -0.0115 0.0000 -0.0128 -0.0114 -0.0188
0.0964 -0.7971 0.801 -0.8021 0.1056 -0.8068 0.8102 -0.8114 0.1149 -0.8166 0.8195 -0.8208 0.1242 -0.8264 0.8288 -0.8301 0.1334 -0.8362 0.838 -0.8394 -1.279 -1.609 -1.546 -1.845 -1.837 -2.105 -2.204 -2.434 -2.668 -2.857 -3.328 -3.484 7.019 -7.018 -7.02 -7.023 0.7694 -0.7704 0.7783 -0.7793 0.7873 -0.7884 0.7964 -0.7975 0.8056 -0.8068 0.8149 -0.8161 0.8242 -0.8254 0.8334 -0.8347 1.602 -1.602 1.839 -1.839 2.099 -2.099 2.43 -2.43 2.853 -2.853 3.481 -3.481 175.9 -0.1696 1.501 1.155 7.019 -3.518 207.6 -0.0008832 5.84 -2.539 245.3 -0.01383 4.631 -2.41 245.3 -0.04064 3.115 2.953 3.935 3.834 2.64 2.432 2.259 2.012 1.971 1.688 1.735 1.424 833.3 3.52 7.023 7.02 7.6 7.6 6.344 6.34 453.9 2.523 5.843 5.823 6.705 6.702 5.509 5.48
135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.87 83.77 78.59 71.98 62.4 8.585 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.61 87.85 83.76 78.58 71.96 62.38 93.32 93.33 8.587 26.84 26.27 47.43 44.56 66.55 67.95 55.28 75.35 81.32 85.87 89.59 64.14 8.589 0 18.73 56.4 26.28 13.34 31.32
Helman O. Mozo
Page
Job
427 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.02075 0.03259 698.4 0.04242 0.2869 0.2668 0.2471 0.2281 0.2098 0.1926 0.2009 0.2374 0.2767 0.1842 0.2188 0.2568 0.2971 0.3095 0.316 0.3257 0.3356 0.3456 0.3557 0.366 0.3763 0.3867 0.4083 0.3937 0.4008 0.4944 0.4128 0.422 0.4314 0.441 0.4506 0.4603 0.4701 0.4798 0.4895 0.4174 0.4267 0.4362 0.4458 0.4554 0.4652 0.4749 0.4847 0.1681 0.1522 0.1361 0.1173 0.09425 0.07878 0.1762
-0.01818 -0.03287 -0.03286 -0.04068 -0.2867 -0.2653 -0.2446 -0.2245 -0.2052 -0.187 -0.1955 -0.2342 -0.2758 -0.1781 -0.2146 -0.2548 -0.2973 -0.3102 -0.3169 -0.3267 -0.3369 -0.3471 -0.3575 -0.3679 -0.3785 -0.389 -0.4117 -0.3965 -0.4039 -0.494 -0.416 -0.4248 -0.4338 -0.4429 -0.4521 -0.4614 -0.4707 -0.4801 -0.4894 -0.4204 -0.4293 -0.4384 -0.4475 -0.4568 -0.4661 -0.4754 -0.4847 -0.1613 -0.1459 -0.1303 -0.1122 -0.09006 -0.07594 -174.6
-0.00324 -0.003958 46.94 -0.004168 -0.006266 -0.00621 -0.006147 -0.006076 -0.005997 -0.005914 -0.005955 -0.006113 -0.006239 -0.005871 -0.006038 -0.006179 -0.006293 -0.006441 -0.006505 -0.006515 -0.006545 -0.00655 -0.006573 -0.006576 -0.006592 -0.006594 -0.006768 -0.006661 -0.006714 -0.006831 -0.006769 -0.006782 -0.006794 -0.006805 -0.006813 -0.006819 -0.006825 -0.00683 -0.006831 -0.006781 -0.006793 -0.006804 -0.006812 -0.006819 -0.006825 -0.00683 -0.006831 -0.005763 -0.005685 -0.005574 -0.005412 -0.005181 -0.004771 0.0002826
0.0751 0.1001 0.0000 0.0629 0.3737 0.3621 0.3561 0.3376 0.3323 0.2974 0.3139 0.3466 0.3696 0.3040 0.3334 0.3564 0.3674 0.3859 0.3890 0.4039 0.4127 0.4140 0.4210 0.4236 0.4247 0.4260 0.4449 0.4374 0.4498 0.4800 0.4455 0.4596 0.4697 0.4725 0.4779 0.4809 0.4830 0.4794 0.4799 0.4547 0.4652 0.4721 0.4764 0.4800 0.4820 0.4816 0.4803 0.2718 0.2115 0.2341 0.1684 0.2132 0.1088 0.0000
17:07:07 03/17/10
0.0709 0.0980 0.0000 0.0891 0.3533 0.3445 0.3349 0.3215 0.3098 0.2861 0.2970 0.3279 0.3482 0.2845 0.3153 0.3385 0.3536 0.3691 0.3841 0.3964 0.4021 0.4058 0.4116 0.4154 0.4161 0.4182 0.4564 0.4124 0.4228 0.5019 0.4697 0.4818 0.4913 0.4955 0.5001 0.5030 0.5045 0.5022 0.5021 0.4771 0.4869 0.4937 0.4978 0.5018 0.5041 0.5034 0.5020 0.2695 0.2267 0.2303 0.1858 0.2067 0.1205 0.0000
-0.0199 -0.0231 0.0000 -0.0309 -0.0517 -0.0496 -0.0474 -0.0452 -0.0431 -0.0409 -0.0420 -0.0463 -0.0506 -0.0399 -0.0442 -0.0485 -0.0528 -0.0539 -0.0543 -0.0541 -0.0539 -0.0537 -0.0536 -0.0534 -0.0532 -0.0531 -0.0519 -0.0542 -0.0534 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0519 -0.0385 -0.0424 -0.0373 -0.0404 -0.0306 -0.0356 0.0000
5.179 4.636 703 4.257 1.612 1.592 1.572 1.553 1.535 1.518 1.526 1.562 1.602 1.509 1.544 1.582 1.622 1.211 1.006 1.016 1.026 1.036 1.046 1.056 1.066 1.077 0.7583 0.9704 0.8642 0.8444 0.7628 0.772 0.7814 0.791 0.8006 0.8103 0.8201 0.8298 0.8395 0.7674 0.7767 0.7862 0.7958 0.8054 0.8152 0.8249 0.8347 1.608 1.844 2.104 2.433 2.855 3.484 0.1762
5.14 4.57 2.35 4.174 1.038 1.06 1.08 1.1 1.12 1.138 1.129 1.091 1.049 1.147 1.11 1.07 1.028 0.5914 0.3731 0.3633 0.3531 0.3429 0.3325 0.3221 0.3115 0.301 -0.06174 0.1802 0.05939 -0.144 -0.066 -0.07479 -0.08379 -0.09292 -0.1021 -0.1114 -0.1207 -0.1301 -0.1394 -0.07039 -0.07928 -0.08837 -0.09752 -0.1068 -0.1161 -0.1254 -0.1347 1.278 1.546 1.837 2.204 2.67 3.329 -173.3
36.32 44.57 91.52 50.35 113.3 109.9 106.6 103.3 99.97 96.65 98.31 105 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.34
Helman O. Mozo
Page
Job
428 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.176 D214Z9P 0.0006497 D215Z13P 0.001533 D216Z26P 0.009762 D217Z31P 0.01507 D218Z45P 0.03259 D219Z50P 0.04243 D220Z68P 0.08609 D221Z55P 0.05429 D222Z75P 0.1068 D223Z81P 0.1279 D224Z86P 0.1444 D225Z90P 0.1601 D226Z9P -0.001084 D227Z9P -0.001047 D228Z0P 0 D229Z19P 0.007061 D230Z26P 0.008903 D231Z26P 0.008998 D232Z13P 0.003257 D233Z31P 0.01529 D234Z36P 0.02307 D235Z45P 0.03024 D236Z45P 0.03022 D237Z50P 0.04254 D238Z113P 0.287 D239Z110P 0.2668 D240Z107P 0.2471 D241Z103P 0.2281 D242Z100P 0.2099 D243Z97P 0.1927 D244Z98P 0.2013 D245Z105P 0.2376 D246Z112P 0.2769 D247Z95P 0.1844 D248Z102P 0.219 D249Z108P 0.2569 D250Z115P 0.2973 D251Z117P 0.3096 D252Z118P 0.3158 D253Z119P 0.3257 D254Z121P 0.3356 D255Z122P 0.3456 D256Z124P 0.3557 D257Z125P 0.366 D258Z126P 0.3763 D259Z128P 0.3867 D260Z131P 0.4082 D261Z129P 0.3937 D262Z130P 0.401 D263Z141P 0.4944 D264Z131P 0.4128 D265Z133P 0.422 D266Z134P 0.4314
-0.1768 0.006145 -826.3 -55.55 -551.8 -37.1 -448.1 -30.12 -656.4 -44.13 -698.4 -46.95 -522 -35.09 -0.08673 0.01106 -0.05445 0.01151 -0.1074 0.01043 -0.1287 0.00925 -0.1451 0.008306 -0.1609 0.007231 0.001385 0.001422 0.00168 0.003258 0 0 -0.006525 0.006017 -0.008561 0.005569 -0.00825 0.008411 -0.002501 0.004421 -0.01474 0.009335 -0.0227 0.01011 -0.03022 0.01151 -0.03022 0.008065 -0.04261 0.01154 -0.2881 0.009749 -0.2678 0.009397 -0.2481 0.008959 -0.2291 0.008427 -0.2108 0.007789 -0.1935 0.007033 -0.2022 0.007441 -0.2387 0.008718 -0.278 0.009594 -0.1853 0.006626 -0.2199 0.008138 -0.258 0.009201 -0.2984 0.009906 -0.3107 0.004988 -0.3169 0.002527 -0.3265 0.002688 -0.3366 0.002828 -0.3466 0.002949 -0.3568 0.003051 -0.3671 0.003137 -0.3775 0.00321 -0.3879 0.003272 -0.4095 -0.001209 -0.3949 0.001802 -0.4022 0.0003038 -0.4959 -0.0006993 -0.4139 -0.001124 -0.4232 -0.000981 -0.4327 -0.0008751
0.2747 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0916 0.1677 0.1839 0.2000 0.2189 0.2268 0.0000 0.0161 0.0000 0.0078 0.0000 0.0278 0.0497 0.0821 0.0541 0.0768 0.0000 0.1157 0.3542 0.3444 0.3330 0.3236 0.3048 0.2919 0.2976 0.3292 0.3513 0.2905 0.3165 0.3400 0.3455 0.3316 0.3577 0.4049 0.4039 0.4070 0.4143 0.4166 0.4212 0.4179 0.4413 0.4009 0.4080 0.5039 0.4744 0.4830 0.4937
17:07:07 03/17/10
0.2831 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1041 0.1887 0.1978 0.2133 0.2312 0.2375 0.0000 0.0320 0.0000 0.0279 0.0000 0.0524 0.0648 0.1053 0.0768 0.0980 0.0000 0.1354 0.3512 0.3436 0.3326 0.3222 0.3045 0.2909 0.2970 0.3282 0.3484 0.2869 0.3150 0.3397 0.3587 0.3519 0.3798 0.4028 0.4006 0.4055 0.4114 0.4152 0.4165 0.4183 0.4599 0.4159 0.4158 0.5021 0.4722 0.4819 0.4918
-0.0761 -1.149 0.0000 3.523 0.0000 0.001533 0.0000 2.543 0.0000 0.01507 0.0000 2.416 0.0000 0.04243 -0.1243 -2.945 -0.1480 -3.829 -0.1101 -2.427 -0.0987 -2.005 -0.0901 -1.682 -0.0831 -1.416 0.0000 -3.524 -0.0900 -7.024 0.0000 -7.6 -0.1551 -6.333 0.0000 -2.524 -0.1849 -5.824 -0.1218 -6.7 -0.1937 -5.479 -0.1841 -5.135 -0.1684 -4.573 0.0000 -2.353 -0.1575 -4.172 -0.0441 -1.038 -0.0494 -1.058 -0.0548 -1.078 -0.0601 -1.097 -0.0654 -1.115 -0.0707 -1.132 -0.0681 -1.124 -0.0574 -1.087 -0.0468 -1.048 -0.0734 -1.141 -0.0627 -1.106 -0.0521 -1.068 -0.0415 -1.028 -0.0450 -0.592 -0.0471 -0.3742 -0.0464 -0.3643 -0.0456 -0.3544 -0.0448 -0.3444 -0.0441 -0.3343 -0.0433 -0.324 -0.0426 -0.3137 -0.0418 -0.3033 -0.0526 0.05825 -0.0444 -0.1829 -0.0496 -0.06237 -0.0526 0.1444 -0.0526 0.0628 -0.0526 0.072 -0.0526 0.08142
1.148 -819.3 -545.1 -442.3 -650.9 -693.8 -517.8 2.945 3.829 2.426 2.004 1.681 1.416 7.024 7.024 7.6 6.334 5.824 5.825 6.701 5.48 5.135 4.573 4.573 4.172 1.037 1.057 1.077 1.096 1.114 1.131 1.123 1.086 1.047 1.14 1.105 1.067 1.027 0.591 0.3731 0.3635 0.3534 0.3434 0.3332 0.3229 0.3125 0.3021 -0.05946 0.1817 0.06117 -0.1459 -0.06391 -0.07324 -0.08268
93.34 -46.96 -23.76 -3.84 -12.81 -2.376 15.27 67.97 55.3 75.37 81.33 85.88 89.6 8.591 8.593 0 18.74 26.29 26.29 13.34 31.33 36.33 44.59 44.58 50.37 113.3 109.9 106.6 103.3 99.99 96.67 98.33 105 111.6 95.01 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 0.441 -0.4423 D268Z136P 0.4506 -0.452 D269Z137P 0.4603 -0.4617 D270Z138P 0.4701 -0.4715 D271Z139P 0.4798 -0.4813 D272Z140P 0.4895 -0.491 D273Z132P 0.4174 -0.4186 D274Z133P 0.4267 -0.4279 D275Z134P 0.4362 -0.4375 D276Z135P 0.4458 -0.4471 D277Z136P 0.4554 -0.4568 D278Z138P 0.4652 -0.4666 D279Z139P 0.4749 -0.4764 D280Z140P 0.4847 -0.4862 D281Z92P 0.1684 -0.1692 D282Z88P 0.1529 -0.1537 D283Z84P 0.1368 -0.1376 D284Z79P 0.1182 -0.119 D285Z72P 0.09633 -0.09698 D286Z62P 0.07897 -0.07895 D287Z93P 174.6 -0.177 D288Z9P -0.001372 0.001702 D289Z13P 551.8 -0.001054 D290Z26P 0.008566 -0.008211 D291Z31P 656.4 -0.01461 D292Z45P 0.03022 -0.0302 D293Z50P 522 -0.04249 D294Z9P 826.3 -1.715e-005 D295Z26P 448.1 -0.009282 D296Z45P 698.4 -0.03254 D297Z131P 0.4151 -0.4139 D298Z133P 0.4238 -0.4232 D299Z134P 0.4327 -0.4327 D300Z135P 0.4418 -0.4423 D301Z136P 0.451 -0.4519 D302Z137P 0.4602 -0.4617 D303Z138P 0.4695 -0.4715 D304Z139P 0.4788 -0.4813 D305Z140P 0.488 -0.491
-0.0008014 -0.0007491 -0.0007162 -0.0007013 -0.0006993 -0.0006992 -0.001048 -0.0009235 -0.0008355 -0.0007727 -0.0007303 -0.0007067 -0.0007 -0.0006992 0.00669 0.007716 0.008733 0.009792 0.01085 0.01036 0.0002465 0.001615 -37.1 0.005644 -44.13 0.008024 -35.09 -55.55 -30.12 -46.95 -0.006802 -0.006815 -0.006827 -0.006835 -0.006842 -0.006849 -0.006854 -0.006856 -0.006857
0.4974 0.5022 0.5051 0.5067 0.5042 0.5042 0.4835 0.4879 0.4961 0.4997 0.5039 0.5063 0.5055 0.5041 0.2331 0.2426 0.1926 0.1988 0.1598 0.1195 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4729 0.4840 0.4939 0.4968 0.5021 0.5051 0.5072 0.5037 0.5041
17:07:07 03/17/10
0.4950 0.5001 0.5030 0.5049 0.5018 0.5020 0.4751 0.4865 0.4934 0.4979 0.5015 0.5036 0.5034 0.5022 0.2445 0.2523 0.2078 0.2093 0.1775 0.1338 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4443 0.4580 0.4671 0.4713 0.4759 0.4788 0.4803 0.4780 0.4779
-0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0526 -0.0791 -0.0864 -0.0939 -0.1041 -0.1163 -0.1348 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0575 0.0575 0.0575 0.0575 0.0575 0.0575 0.0575 0.0575 0.0575
0.09097 0.1006 0.1103 0.1201 0.1298 0.1395 0.06736 0.07668 0.08619 0.09577 0.1054 0.1152 0.1249 0.1347 -1.271 -1.539 -1.831 -2.198 -2.664 -3.326 173.3 -7.024 545.1 -5.824 650.9 -4.573 517.8 819.3 442.3 693.8 0.06507 0.07379 0.08275 0.09183 0.101 0.1102 0.1195 0.1288 0.138
-0.09228 -0.102 -0.1117 -0.1215 -0.1313 -0.141 -0.06857 -0.07793 -0.08747 -0.0971 -0.1068 -0.1166 -0.1264 -0.1362 1.271 1.539 1.83 2.197 2.663 3.326 -0.177 3.524 -0.001054 2.525 -0.01461 2.353 -0.04249 -3.523 -2.542 -2.416 -0.7639 -0.7732 -0.7827 -0.7923 -0.8019 -0.8117 -0.8215 -0.8313 -0.841
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.88 83.78 78.61 72 62.41 93.34 8.592 -23.76 26.29 -12.81 44.58 15.27 -46.96 -3.84 -2.376 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-3": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D2Z0P 6.88 0.0 18.71 0.0 139.30 0.0 0.0 140.72 0.0 -0.04 0.0 -0.6 0.0 0.57 0.0 0.0 D29Z0P -76.39 0.0 72.63 0.0 741.13 0.0 0.0 748.59 0.0 1.19 0.0 1.0 0.0 -0.01 0.0 0.0 D153Z0P -22.24 0.0 -10.19 0.0 150.56 0.0 0.0 152.54 0.0 -0.59 0.0 -0.2 0.0 -0.01 0.0 0.0 D228Z0P -49.59 0.0 47.45 0.0 -474.22 0.0 0.0 479.16 0.0 0.70 0.0 0.5 0.0 0.52 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-3":
Helman O. Mozo
Page
Job
430 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.1746 -0.1746 -0.7969 -0.1744 -0.0000 0.7969 0.1695 -174.6128 -0.0125 D1Z93P 0.3622 -0.3622 -1.6272 -0.3620 0.3620 1.6272 0.1693 -0.1694 -0.0185 D2Z0P 0.4520 -0.4520 -2.4977 -7.3280 -18.2583 -136.8001 0.0000 0.0000 0.0000 D3Z9P 0.8300 -0.8300 -5.1195 -0.8300 0.0037 5.1751 0.0028 -826.2843 55.5506 D4Z13P 0.3780 -0.3780 -2.6218 -0.3780 0.1772 2.6353 0.0015 -200.8660 13.5042 D5Z19P 2.8644 -1.3603 -8.1856 -2.8644 1.3603 8.1856 0.0011 -0.0032 -0.0018 D6Z26P 0.4501 -0.4501 -3.1120 -0.4501 0.0020 3.1422 0.0112 -448.0929 30.1189 D7Z31P 0.4501 -0.4501 -3.1120 -0.4501 0.2103 3.1282 0.0149 -239.8101 16.1141 D8Z26P 2.5154 -0.9899 -5.5638 -2.5154 0.9899 5.5638 0.0113 -0.0093 -0.0028 D9Z13P 0.9028 -0.5152 -3.8698 -0.9028 0.5152 3.8698 0.0021 -0.0013 -0.0015 D10Z31P 3.7532 -1.3134 -7.1120 -3.7532 1.3134 7.1120 0.0151 -0.0146 -0.0031 D11Z36P 1.1307 -1.1307 -5.6179 -1.1306 1.1306 5.6179 0.0191 -0.0204 -0.0034 D12Z45P 0.7015 -0.7015 -4.2542 -0.7015 0.7015 4.2542 0.0339 -0.0326 -0.0041 D13Z45P 0.7015 -0.7015 -4.2542 -0.7015 0.0032 4.3011 0.0339 -698.3779 46.9428 D14Z50P 0.3833 -0.3833 -2.0983 -0.3833 0.1422 2.1145 0.0415 -241.1334 16.1986 D15Z55P 1.1023 -1.1023 -5.5598 -1.1023 1.1023 5.5598 0.0498 -0.0523 -0.0045 D16Z68P 2.6053 -2.6053 -5.6802 -2.6052 2.6052 5.6802 0.0846 -0.0837 -0.0208 D17Z68P 2.6053 -2.6053 -5.6802 -2.6052 2.6052 5.6802 0.0793 -0.0838 -0.0051 D18Z55P 2.5288 -2.5288 -5.9398 -2.5287 2.5287 5.9397 0.0539 -0.0531 -0.0198 D19Z75P 0.7012 -0.7012 -3.1649 -0.7011 0.7011 3.1649 0.1027 -0.1023 -0.0211 D20Z75P 2.2233 -2.2233 -3.5449 -2.2232 2.2232 3.5449 0.1031 -0.1076 -0.0054 D21Z81P 0.5394 -0.5394 -2.3461 -0.5392 0.5392 2.3461 0.1236 -0.1231 -0.0204 D22Z81P 0.5394 -0.5394 -2.3461 -0.5392 0.5392 2.3461 0.1209 -0.1272 -0.0056 D23Z86P 0.4276 -0.4276 -1.8579 -0.4274 0.4274 1.8579 0.1388 -0.1452 -0.0057 D24Z86P 0.4276 -0.4276 -1.8579 -0.4274 0.4274 1.8578 0.1385 -0.1384 -0.0200 D25Z90P 0.3801 -0.3801 -1.6682 -0.3799 0.3799 1.6682 0.1542 -0.1541 -0.0193 D26Z90P 0.3801 -0.3801 -1.6682 -0.3799 0.3799 1.6682 0.1524 -0.1598 -0.0058 D27Z93P 0.3622 -0.3622 -1.6272 -0.3620 0.3620 1.6272 0.1695 -0.1770 -0.0059 D28Z50P 0.3833 -0.3833 -2.0983 -0.3833 0.3833 2.0983 0.0416 -0.0425 -0.0043 D29Z0P 0.4520 -0.4520 -2.4977 75.9387 -72.1814 -738.6296 0.0000 0.0000 0.0000 D30Z9P 0.8300 -0.8300 -5.1195 -0.8300 0.8300 5.1195 -0.0034 0.0037 -0.0031 D31Z19P 0.8282 -0.8282 -5.7338 -0.8281 0.8281 5.7338 0.0094 -0.0087 -0.0093 D32Z26P 0.4501 -0.4501 -3.1120 -0.4501 0.4501 3.1120 0.0076 -0.0071 -0.0112 D33Z26P 0.4501 -0.4501 -3.1120 -0.4501 0.4501 3.1120 0.0076 -0.0066 -0.0134 D34Z13P 0.3780 -0.3780 -2.6218 -0.3780 0.3780 2.6218 0.0027 -0.0019 -0.0071 D35Z31P 0.4501 -0.4501 -3.1120 -0.4501 0.4501 3.1120 0.0149 -0.0138 -0.0150 D36Z36P 0.7684 -0.7684 -5.2679 -0.7683 0.7683 5.2679 0.0239 -0.0228 -0.0163 D37Z45P 0.7015 -0.7015 -4.2542 -0.7015 0.7015 4.2542 0.0282 -0.0272 -0.0190 D38Z45P 0.7015 -0.7015 -4.2542 -0.7015 0.7015 4.2542 0.0282 -0.0277 -0.0158 D39Z50P 0.3833 -0.3833 -2.0983 -0.3833 0.3833 2.0983 0.0416 -0.0407 -0.0195 D40Z113P 0.1947 -0.1947 -0.8655 -0.1944 0.1944 0.8655 0.2862 -0.2881 -0.0063 D41Z113P 0.1947 -0.1947 -0.8655 -0.1944 0.1944 0.8654 0.2862 -0.2868 -0.0231 D42Z110P 0.1935 -0.1935 -0.8655 -0.1932 0.1932 0.8655 0.2649 -0.2678 -0.0062 D43Z110P 0.1935 -0.1935 -0.8655 -0.1932 0.1932 0.8654 0.2650 -0.2654 -0.0227 D44Z107P 0.2012 -0.2012 -0.9179 -0.2010 0.2010 0.9179 0.2443 -0.2481 -0.0062 D45Z107P 0.2012 -0.2012 -0.9179 -0.2010 0.2010 0.9178 0.2443 -0.2446 -0.0221 D46Z103P 0.1999 -0.1999 -0.9179 -0.1997 0.1997 0.9179 0.2242 -0.2291 -0.0061 D47Z103P 0.1999 -0.1999 -0.9179 -0.1997 0.1997 0.9178 0.2243 -0.2246 -0.0214 D48Z100P 0.1897 -0.1897 -0.8655 -0.1895 0.1895 0.8655 0.2049 -0.2107 -0.0060 D49Z100P 0.1897 -0.1897 -0.8655 -0.1895 0.1895 0.8654 0.2051 -0.2053 -0.0206
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
431 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.1746 0.1746 0.1746 0.3643 0.3896 0.8514 0.3947 0.3882 0.3749 0.1746 0.3643 0.3896 0.8514 0.3947 0.3882 0.3749 0.1802 0.2653 0.2653 0.1802 0.1704 0.1704 0.9283 0.9283 0.1713 0.1713 0.1693 0.1693 0.9302 0.9302 0.1677 0.1677 0.1566 0.1566 0.0998 0.0998 0.0727 0.0727 0.0727 0.0727 0.0292 0.0292 0.0271 0.0543 0.0272 0.0544 0.0272 0.7657 0.0273 0.0546 0.0273 0.0547 0.0274 0.0548
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17:07:07 03/17/10
0.1744 0.1744 0.1744 0.3641 0.3894 0.8511 0.3945 0.3879 0.3746 0.1744 0.3641 0.3894 0.8511 0.3945 0.3879 0.3746 0.1799 0.2650 0.2650 0.1799 0.1701 0.1701 0.9280 0.9280 0.1709 0.1709 0.1689 0.1689 0.9299 0.9299 0.1673 0.1673 0.1562 0.1562 0.0994 0.0994 0.0723 0.0723 0.0723 0.0723 0.0287 0.0287 0.0267 0.0539 0.0267 0.0539 0.0268 0.7652 0.0268 0.0541 0.0269 0.0542 0.0269 0.0543
0.7969 0.7969 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.8119 1.3109 1.3109 0.8119 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7034 0.7034 0.3307 0.3307 0.2342 0.2342 0.2342 0.2342 0.1032 0.1032 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1928 0.0964 0.1928 0.0964 0.1928
0.1868 0.1869 0.1779 0.1961 0.2143 0.2344 0.2544 0.2756 0.2968 0.1782 0.1954 0.2147 0.2340 0.2547 0.2754 0.2971 0.3098 0.3163 0.3161 0.3096 0.3262 0.3263 0.3363 0.3364 0.3465 0.3466 0.3568 0.3568 0.3673 0.3673 0.3777 0.3777 0.3883 0.3882 0.4108 0.4107 0.3956 0.4030 0.4032 0.3956 0.4927 0.4927 0.4151 0.4194 0.4238 0.4282 0.4328 0.4373 0.4418 0.4464 0.4510 0.4556 0.4602 0.4649
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Helman O. Mozo
Page
Job
432 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.0274 0.7709 0.0274 0.0566 0.0292 0.1876 1.1741 1.2068 0.3043 1.9044 2.1820 0.8300 0.8300 0.0543 0.0544 0.7657 0.0546 0.0547 0.0548 0.7709 0.0566 0.1876 0.1925 0.2351 0.3043 0.3969 2.1820 0.1746 0.3622 0.8300 0.3780 0.4501 0.4501 0.7015 0.3833 2.6053 1.1023 0.7012 0.5394 0.4276 0.3801 0.8300 2.2140 0.4520 0.8282 0.4501 0.4501 0.3780 0.7153 0.7684 0.7015 0.7015 0.6728 0.1947
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17:07:07 03/17/10
0.0269 0.0964 0.4695 0.7704 1.2248 0.4742 0.0270 0.0964 0.4788 0.0561 0.1996 0.4834 0.0287 0.1032 0.4880 0.1874 0.8303 0.1613 1.1739 1.2179 0.1461 1.2067 1.4000 0.1307 0.3042 1.3261 0.1123 1.9043 2.2188 0.0922 2.1819 3.8414 0.0763 0.8300 5.1195 -0.0034 0.8300 5.1195 0.0028 0.0539 0.1928 0.4194 0.0539 0.1928 0.4283 0.7652 1.2248 0.4373 0.0541 0.1928 0.4464 0.0542 0.1928 0.4556 0.0543 0.1928 0.4649 0.7704 1.2248 0.4742 0.0561 0.1996 0.4834 0.1874 0.8303 0.1619 0.1924 0.8379 0.1469 0.2349 1.0199 0.1313 0.3042 1.3261 0.1142 0.3968 1.8387 0.0931 2.1819 3.8414 0.0765 0.1744 0.7969 174.6128 0.3620 1.6272 0.1762 0.8300 5.1195 -0.0037 0.3780 2.6353 200.8660 0.4501 3.1120 0.0071 0.4501 3.1282 239.8101 0.7015 4.2542 0.0277 0.3833 2.1145 241.1334 2.6052 5.6802 0.0833 1.1023 5.5598 0.0521 0.7011 3.1649 0.1066 0.5392 2.3461 0.1265 0.4274 1.8579 0.1443 0.3799 1.6682 0.1590 0.8300 5.1751 826.2849 2.2140 5.4995 0.0007 10.6444 -148.0636 0.0000 0.8282 5.7338 0.0036 0.4501 3.1422 448.0939 0.4501 3.1120 0.0098 0.3780 2.6218 0.0020 0.7153 3.2620 0.0151 0.7683 5.2679 0.0208 0.7015 4.2542 0.0326 0.7015 4.3011 698.3784 0.6728 2.2483 0.0424 0.1944 0.8655 0.2869
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Helman O. Mozo
Page
Job
433 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
0.1935 0.2012 0.1999 0.1897 0.1746 0.3643 0.8514 0.3882 0.1746 0.3896 0.3947 0.3749 0.1802 0.2653 0.1704 0.9283 0.1713 0.1693 0.9302 0.1677 0.1566 0.0998 0.0727 0.0727 0.0292 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292 0.0543 0.0544 0.7657 0.0546 0.0547 0.0548 0.7709 0.0566 0.1876 1.1741 1.2068 0.3043 0.3969 2.1820 0.1746 0.3622 0.8300 0.3780 0.4501 0.4501
-0.1935 -0.2012 -0.1999 -0.1897 -0.1746 -0.3643 -0.8514 -0.3882 -0.1746 -0.3896 -0.3947 -0.3749 -0.1802 -0.2653 -0.1704 -0.9283 -0.1713 -0.1693 -0.9302 -0.1677 -0.1566 -0.0998 -0.0727 -0.0727 -0.0292 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292 -0.0543 -0.0544 -0.7657 -0.0546 -0.0547 -0.0548 -0.7709 -0.0566 -0.1876 -1.1741 -1.2068 -0.3043 -0.3969 -2.1820 -0.1746 -0.3622 -0.8300 -0.3780 -0.4501 -0.4501
-0.8655 -0.9179 -0.9179 -0.8655 -0.7969 -1.6623 -3.1557 -1.7309 -0.7969 -1.7833 -1.7833 -1.6774 -0.8119 -1.3109 -0.9792 -2.1004 -0.9604 -0.9494 -2.0784 -0.9384 -0.7035 -0.3307 -0.2343 -0.2343 -0.1032 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.8388 -3.8414 -0.7969 -1.6272 -5.1195 -2.6218 -3.1120 -3.1120
-0.1932 -0.2010 -0.1997 -0.1895 -0.1744 -0.3641 -0.8511 -0.3879 -0.1744 -0.3894 -0.3945 -0.3746 -0.1799 -0.2650 -0.1701 -0.9280 -0.1709 -0.1689 -0.9299 -0.1673 -0.1562 -0.0994 -0.0723 -0.0723 -0.0287 -0.0267 -0.0267 -0.0268 -0.0268 -0.0269 -0.0269 -0.0269 -0.0270 -0.0287 -0.0539 -0.0539 -0.7652 -0.0541 -0.0542 -0.0543 -0.7704 -0.0561 -0.1874 -1.1739 -1.2067 -0.3042 -0.3968 -2.1819 -0.1744 -0.3620 -0.8300 -0.3780 -0.4501 -0.4501
17:07:07 03/17/10
0.1932 0.2010 0.1997 0.1895 0.1744 0.3641 0.8511 0.3879 0.1744 0.3894 0.3945 0.3746 0.1799 0.2650 0.1701 0.9280 0.1709 0.1689 0.9299 0.1673 0.1562 0.0994 0.0723 0.0723 0.0287 0.0267 0.0267 0.0268 0.0268 0.0269 0.0269 0.0269 0.0270 0.0287 0.0539 0.0539 0.7652 0.0541 0.0542 0.0543 0.7704 0.0561 0.1874 1.1739 1.2067 0.3042 0.3968 2.1819 -0.0000 0.3620 0.0037 -0.1738 0.0020 -0.2063
0.8655 0.9179 0.9179 0.8655 0.7969 1.6623 3.1557 1.7309 0.7969 1.7833 1.7833 1.6774 0.8119 1.3109 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7034 0.3307 0.2342 0.2342 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3261 1.8388 3.8414 0.7969 1.6272 5.0640 2.5847 3.0819 3.0679
0.2668 0.2471 0.2281 0.2098 0.1926 0.2009 0.2374 0.2767 0.1842 0.2188 0.2568 0.2971 0.3095 0.3160 0.3257 0.3356 0.3456 0.3557 0.3660 0.3763 0.3867 0.4083 0.3937 0.4008 0.4944 0.4128 0.4220 0.4314 0.4410 0.4506 0.4603 0.4701 0.4798 0.4895 0.4174 0.4267 0.4362 0.4458 0.4554 0.4652 0.4749 0.4847 0.1681 0.1522 0.1361 0.1173 0.0943 0.0788 0.1762 0.1760 0.0006 0.0015 0.0098 0.0151
-0.2653 -0.2446 -0.2245 -0.2052 -0.1870 -0.1955 -0.2342 -0.2758 -0.1781 -0.2146 -0.2548 -0.2973 -0.3102 -0.3169 -0.3267 -0.3369 -0.3471 -0.3575 -0.3679 -0.3785 -0.3890 -0.4117 -0.3965 -0.4039 -0.4940 -0.4160 -0.4248 -0.4338 -0.4429 -0.4521 -0.4614 -0.4707 -0.4801 -0.4894 -0.4204 -0.4293 -0.4384 -0.4475 -0.4568 -0.4661 -0.4754 -0.4847 -0.1613 -0.1459 -0.1303 -0.1122 -0.0901 -0.0759 -174.6128 -0.1768 -826.2865 -551.8080 -448.0939 -656.3779
-0.0062 -0.0061 -0.0061 -0.0060 -0.0059 -0.0060 -0.0061 -0.0062 -0.0059 -0.0060 -0.0062 -0.0063 -0.0064 -0.0065 -0.0065 -0.0065 -0.0065 -0.0066 -0.0066 -0.0066 -0.0066 -0.0068 -0.0067 -0.0067 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0058 -0.0057 -0.0056 -0.0054 -0.0052 -0.0048 0.0003 0.0061 -55.5523 -37.0985 -30.1248 -44.1255
Helman O. Mozo
Page
Job
434 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
0.7015 0.3833 2.6053 1.1023 0.7012 0.5394 0.4276 0.3801 0.8300 3.1101 0.4520 2.4908 0.4501 2.1364 0.9028 2.5619 0.7684 0.7015 0.7015 0.3833 0.1947 0.1935 0.2012 0.1999 0.1897 0.1746 0.3643 0.8514 0.3882 0.1746 0.3896 0.3947 0.3749 0.1802 0.2653 0.1704 0.9283 0.1713 0.1693 0.9302 0.1677 0.1566 0.0998 0.0727 0.0727 0.0292 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274
-0.7015 -0.3833 -2.6053 -1.1023 -0.7012 -0.5394 -0.4276 -0.3801 -0.8300 -1.4259 -0.4520 -0.8780 -0.4501 -0.5006 -0.5152 -1.0020 -0.7684 -0.7015 -0.7015 -0.3833 -0.1947 -0.1935 -0.2012 -0.1999 -0.1897 -0.1746 -0.3643 -0.8514 -0.3882 -0.1746 -0.3896 -0.3947 -0.3749 -0.1802 -0.2653 -0.1704 -0.9283 -0.1713 -0.1693 -0.9302 -0.1677 -0.1566 -0.0998 -0.0727 -0.0727 -0.0292 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274
-4.2542 -2.0983 -5.6802 -5.5598 -3.1649 -2.3461 -1.8579 -1.6682 -5.1195 -7.5713 -2.4977 -7.6952 -3.1120 -5.0734 -3.8698 -5.5638 -5.2679 -4.2542 -4.2542 -2.0983 -0.8655 -0.8655 -0.9179 -0.9179 -0.8655 -0.7969 -1.6623 -3.1557 -1.7309 -0.7969 -1.7833 -1.7833 -1.6774 -0.8119 -1.3109 -0.9792 -2.1004 -0.9604 -0.9494 -2.0784 -0.9384 -0.7035 -0.3307 -0.2343 -0.2343 -0.1032 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964
-0.7015 0.0032 -0.3833 -0.1387 -2.6052 2.6052 -1.1023 1.1023 -0.7011 0.7011 -0.5392 0.5392 -0.4274 0.4274 -0.3799 0.3799 -0.8300 0.8300 -3.1101 1.4259 49.1338 -46.9971 -2.4907 0.8780 -0.4501 0.4501 -2.1364 0.5006 -0.9028 0.5152 -2.5619 1.0020 -0.7683 0.7683 -0.7015 0.7015 -0.7015 0.7015 -0.3833 0.3833 -0.1944 0.1944 -0.1932 0.1932 -0.2010 0.2010 -0.1997 0.1997 -0.1895 0.1895 -0.1744 0.1744 -0.3641 0.3641 -0.8511 0.8511 -0.3879 0.3879 -0.1744 0.1744 -0.3894 0.3894 -0.3945 0.3945 -0.3746 0.3746 -0.1799 0.1799 -0.2650 0.2650 -0.1701 0.1701 -0.9280 0.9280 -0.1709 0.1709 -0.1689 0.1689 -0.9299 0.9299 -0.1673 0.1673 -0.1562 0.1562 -0.0994 0.0994 -0.0723 0.0723 -0.0723 0.0723 -0.0287 0.0287 -0.0267 0.0267 -0.0267 0.0267 -0.0268 0.0268 -0.0268 0.0268 -0.0269 0.0269 -0.0269 0.0269 -0.0269 0.0269 -0.0270 0.0270
17:07:07 03/17/10
4.2072 2.0633 5.6802 5.5598 3.1649 2.3461 1.8579 1.6682 5.1195 7.5713 476.7173 7.6952 3.1120 5.0735 3.8698 5.5638 5.2679 4.2542 4.2542 2.0984 0.8655 0.8655 0.9179 0.9179 0.8655 0.7969 1.6624 3.1557 1.7309 0.7969 1.7833 1.7833 1.6774 0.8119 1.3109 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7035 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964
0.0326 -698.3787 -46.9510 0.0424 -522.0109 -35.0897 0.0861 -0.0867 0.0111 0.0543 -0.0545 0.0115 0.1068 -0.1074 0.0104 0.1279 -0.1287 0.0092 0.1444 -0.1451 0.0083 0.1601 -0.1609 0.0072 -0.0011 0.0014 0.0014 -0.0010 0.0017 0.0033 0.0000 0.0000 0.0000 0.0071 -0.0065 0.0060 0.0089 -0.0086 0.0056 0.0090 -0.0083 0.0084 0.0033 -0.0025 0.0044 0.0153 -0.0147 0.0093 0.0231 -0.0227 0.0101 0.0302 -0.0302 0.0115 0.0302 -0.0302 0.0081 0.0425 -0.0426 0.0115 0.2870 -0.2881 0.0097 0.2668 -0.2678 0.0094 0.2471 -0.2481 0.0090 0.2281 -0.2291 0.0084 0.2099 -0.2108 0.0078 0.1927 -0.1935 0.0070 0.2013 -0.2022 0.0074 0.2376 -0.2387 0.0087 0.2769 -0.2780 0.0096 0.1844 -0.1853 0.0066 0.2190 -0.2199 0.0081 0.2569 -0.2580 0.0092 0.2973 -0.2984 0.0099 0.3096 -0.3107 0.0050 0.3158 -0.3169 0.0025 0.3257 -0.3265 0.0027 0.3356 -0.3366 0.0028 0.3456 -0.3466 0.0029 0.3557 -0.3568 0.0031 0.3660 -0.3671 0.0031 0.3763 -0.3775 0.0032 0.3867 -0.3879 0.0033 0.4082 -0.4095 -0.0012 0.3937 -0.3949 0.0018 0.4010 -0.4022 0.0003 0.4944 -0.4959 -0.0007 0.4128 -0.4139 -0.0011 0.4220 -0.4232 -0.0010 0.4314 -0.4327 -0.0009 0.4410 -0.4423 -0.0008 0.4506 -0.4520 -0.0007 0.4603 -0.4617 -0.0007 0.4701 -0.4715 -0.0007 0.4798 -0.4813 -0.0007
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0292 0.0543 0.0544 0.7657 0.0546 0.0547 0.0548 0.7709 0.0566 0.1876 1.1741 1.2068 0.3043 0.3969 2.1820 0.1746 0.8300 0.3780 0.4501 0.4501 0.7015 0.3833 0.8300 0.4501 0.7015 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
-0.0292 -0.0543 -0.0544 -0.7657 -0.0546 -0.0547 -0.0548 -0.7709 -0.0566 -0.1876 -1.1741 -1.2068 -0.3043 -0.3969 -2.1820 -0.1746 -0.8300 -0.3780 -0.4501 -0.4501 -0.7015 -0.3833 -0.8300 -0.4501 -0.7015 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292
-0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.8388 -3.8414 -0.7969 -5.1195 -2.6218 -3.1120 -3.1120 -4.2542 -2.0983 -5.1195 -3.1120 -4.2542 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-0.0287 -0.0539 -0.0539 -0.7652 -0.0541 -0.0542 -0.0543 -0.7704 -0.0561 -0.1874 -1.1739 -1.2067 -0.3042 -0.3968 -2.1819 -0.0000 -0.8300 0.1738 -0.4501 0.2063 -0.7015 0.1387 -0.0037 -0.0020 -0.0032 -0.0267 -0.0267 -0.0268 -0.0268 -0.0269 -0.0269 -0.0269 -0.0270 -0.0287
17:07:07 03/17/10
0.0287 0.0539 0.0539 0.7652 0.0541 0.0542 0.0543 0.7704 0.0561 0.1874 1.1739 1.2067 0.3042 0.3968 2.1819 0.1744 0.8300 0.3780 0.4501 0.4501 0.7015 0.3833 0.8300 0.4501 0.7015 0.0267 0.0267 0.0268 0.0268 0.0269 0.0269 0.0269 0.0270 0.0287
0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3262 1.8388 3.8414 0.7969 5.1195 2.5847 3.1120 3.0679 4.2542 2.0633 5.0640 3.0819 4.2072 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------D127P 27.62 -3713.89 -276.07 1161.26 89.05 -1487.85 -109.01 D128P 27.62 -1161.26 -89.05 -1497.67 -133.46 -1302.61 -109.01 D129P 27.62 119.22 8.43 1862.04 136.43 987.81 72.22 D130P 27.61 -461.42 -7.75 -597.21 -142.48 -430.01 -61.02 D131P 27.61 306.07 19.73 1025.71 126.12 408.98 44.79 D132P 27.61 -472.09 15.75 1367.20 -185.49 221.07 -41.92 D133P 27.61 -1367.19 185.49 -2225.59 190.98 -643.91 67.47 D134P 27.61 710.65 35.29 1433.04 101.53 432.87 27.63 D135P 27.61 710.65 -35.29 2046.54 -32.23 474.88 -11.63 D136P 27.61 -2046.53 32.23 -1725.51 19.53 -454.89 6.24 D137P 27.61 1725.51 -19.53 320.56 -7.41 407.38 -5.36 D138P 27.61 -320.56 7.41 1941.72 -62.76 320.53 -10.94 D139P 27.61 -1941.72 62.76 -1819.01 96.02 -495.87 20.94
0.4895 0.4174 0.4267 0.4362 0.4458 0.4554 0.4652 0.4749 0.4847 0.1684 0.1529 0.1368 0.1182 0.0963 0.0790 174.6128 -0.0014 551.8080 0.0086 656.3779 0.0302 522.0109 826.2871 448.0948 698.3792 0.4151 0.4238 0.4327 0.4418 0.4510 0.4602 0.4695 0.4788 0.4880
-0.4910 -0.4186 -0.4279 -0.4375 -0.4471 -0.4568 -0.4666 -0.4764 -0.4862 -0.1692 -0.1537 -0.1376 -0.1190 -0.0970 -0.0790 -0.1770 0.0017 -0.0011 -0.0082 -0.0146 -0.0302 -0.0425 -0.0000 -0.0093 -0.0325 -0.4139 -0.4232 -0.4327 -0.4423 -0.4519 -0.4617 -0.4715 -0.4813 -0.4910
-0.0007 -0.0010 -0.0009 -0.0008 -0.0008 -0.0007 -0.0007 -0.0007 -0.0007 0.0067 0.0077 0.0087 0.0098 0.0109 0.0104 0.0002 0.0016 -37.0985 0.0056 -44.1255 0.0080 -35.0897 -55.5525 -30.1249 -46.9511 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0068 -0.0069 -0.0069 -0.0069
Helman O. Mozo
Page
Job
436 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
27.61 27.61 27.61 1.36 172.93 1.36 1.37 1.37 1.37 -31.53 -31.53 5.49 -0.02 -0.01 172.92 27.61 27.61 27.61 27.61 27.62 1.37 1.37 1.37 1.37 1.37 1.37 1.37 1.37 -31.53 -31.53 -31.53 -31.53 -31.52 5.49 5.49 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -41.05 -41.05 -41.05
1819.01 -7.89 -1882.85 -1046.10 343.37 2429.93 1272.63 1126.28 781.48 -37.55 -83.10 100.45 70.23 11.86 343.37 -1433.04 -1025.70 597.21 -1862.03 1497.67 -1235.99 1492.33 -646.51 -906.60 1026.76 -529.95 -416.17 507.07 163.18 -288.84 -34.98 -191.60 233.57 -130.71 62.38 39.42 38.29 12.20 21.83 11.40 -8.68 6.62 47.42 31.44 17.82 9.58 9.40 4.17 -6.11 -8.51 -4.65 177.96 137.53 -67.28
-96.02 56.40 82.75 1435.44 -340.61 -2822.30 -2028.24 -1902.55 -1251.29 164.28 917.96 231.94 -119.17 -58.30 340.61 -101.53 -126.12 142.48 -136.43 133.46 1776.20 -2410.02 1032.59 1339.83 -1723.68 849.81 667.52 -819.02 -461.62 -12.21 -510.71 -267.47 -91.49 -81.74 2.40 -221.00 -172.46 -56.48 -84.76 -29.37 58.62 4.42 125.66 37.11 14.68 4.01 17.69 13.33 -9.12 -16.67 0.97 84.54 1098.96 -165.51
7.89 1882.85 -1536.42 -1272.63 3629.17 1046.11 1235.99 906.60 416.18 34.98 2058.35 130.70 -47.41 -4.17 -747.86 -2225.59 472.10 -306.07 461.42 -119.22 -1492.33 646.52 -1126.28 -1026.76 529.95 -781.48 -507.06 957.79 83.11 -163.17 288.85 37.56 191.61 -62.39 133.92 -31.43 -17.82 -9.57 -9.39 6.11 8.52 4.65 -39.41 -38.29 -12.19 -21.82 -11.85 -11.39 8.69 -6.61 0.01 -137.53 -249.86 203.51
-56.40 -82.75 139.46 2028.23 -697.82 -1435.45 -1776.20 -1339.83 -667.52 510.72 3074.09 81.74 -125.67 -13.34 581.48 -190.98 -15.75 -19.73 7.75 -8.43 2410.02 -1032.60 1902.54 1723.67 -849.82 1251.28 819.01 -99.86 -917.95 461.63 12.22 -164.27 267.47 -2.40 -34.17 -37.12 -14.69 -4.02 -17.70 9.11 16.66 -0.98 220.99 172.46 56.47 84.76 58.29 29.36 -58.63 -4.43 -0.01 -1098.96 -2846.83 325.92
17:07:07 03/17/10
337.11 392.96 -396.26 -1396.82 3753.98 2087.71 1511.22 1224.63 721.48 -1.81 1390.32 229.73 41.15 13.87 -191.12 -511.87 -163.57 106.24 -664.21 796.30 -1643.56 1288.47 -1067.95 -1164.67 937.78 -790.01 -556.17 882.44 173.35 -318.16 178.69 -108.43 299.27 -191.91 195.09 14.40 36.93 4.74 22.43 31.59 -0.30 20.33 14.45 -12.34 10.16 -22.07 -4.42 -13.02 4.66 -27.27 -8.36 23.56 -55.03 67.92
-28.12 -5.52 25.75 2086.55 -981.30 -2557.21 -2291.83 -1953.24 -1155.91 475.11 2809.89 311.75 -441.59 -129.21 435.68 -40.92 -41.92 44.79 -61.02 72.22 2521.81 -2073.87 1768.15 1845.48 -1550.30 1265.72 895.50 -553.54 -971.05 316.33 -350.87 -303.89 123.87 -83.62 -31.57 -465.54 -337.55 -109.11 -184.80 -36.55 135.79 6.22 625.22 377.97 128.32 160.10 137.04 77.00 -122.20 -38.06 1.73 -591.28 -856.29 79.98
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P -41.05 -106.36 -770.05 -333.29 D312P -41.04 -50.87 105.42 98.59 D313P -41.04 -202.12 1064.50 -378.72 D314P -41.04 378.72 6798.65 301.17 D315P -41.04 90.21 714.79 -216.97 D316P -41.04 90.21 -714.79 398.61 D317P -41.04 -398.61 -279.98 -382.29 D318P -41.04 382.29 1041.96 13.88 D319P -41.04 -13.88 47.36 444.17 D320P -41.04 -444.17 -730.80 -538.92 D321P -41.04 538.92 1890.55 92.81 D322P -41.04 -92.81 -449.34 332.56 D323P -41.04 -332.56 -272.39 -289.27 D324P -32.87 863.01 -1206.01 1218.25 D325P -188.89 16.62 -1345.14 724.47 D326P -32.87 188.10 63.57 -863.00 D327P -32.87 -1218.25 1034.18 -2106.95 D328P -32.87 -938.98 759.09 -1423.49 D329P -32.87 -609.61 451.67 -1012.62 D330P 4.75 -168.41 203.14 -45.97 D331P 4.76 -713.93 -203.29 -28.69 D332P -7.87 172.67 -78.58 85.46 D333P 0.02 -170.50 -240.56 -177.58 D334P 0.01 -19.48 -22.74 -31.16 D335P -188.89 16.62 1345.13 -73.35 D336P -41.04 216.97 -5977.71 301.17 D337P -41.04 -98.59 -1829.19 202.12 D338P -41.04 333.29 2912.53 50.87 D339P -41.05 -203.51 -325.93 106.36 D340P -41.05 249.86 2846.82 67.28 D341P -32.87 2106.95 -2170.52 1111.04 D342P -32.87 -1111.03 827.44 -1167.16 D343P -32.87 1167.16 -1406.05 938.98 D344P -32.87 1423.50 -1426.85 907.56 D345P -32.87 -907.55 690.05 -918.77 D346P -32.87 918.77 -1070.44 609.61 D347P -32.87 1012.62 -841.40 787.88 D348P -32.88 -787.88 307.75 -445.20 D349P 4.75 309.44 -356.82 713.94 D350P 4.75 -369.08 2.04 -309.43 D351P 4.75 45.97 -572.31 369.08 D352P 4.75 118.26 -271.79 168.41 D353P 4.75 -177.83 66.36 -118.25 D354P -7.87 -85.46 19.25 -95.45 D355P -7.87 95.45 -276.93 290.66 D356P 0.01 -56.35 -68.48 -119.23 D357P 0.01 -45.29 -82.75 -103.13 D358P 0.01 -71.51 -24.09 -77.36 D359P 0.01 -27.31 -42.43 -46.88 D360P 0.01 -16.73 -18.96 -29.91 D361P 0.00 -47.69 21.25 -18.97 D362P 0.00 -7.63 -7.25 -2.28 D363P 0.02 177.58 -147.12 56.36 D364P 0.01 119.24 -68.20 45.30
-2912.54 1829.19 -6798.65 8309.72 5977.71 279.97 -1041.96 -47.36 730.80 -1890.55 449.34 272.39 -547.00 -1034.18 657.30 1206.00 2170.51 1426.85 841.39 572.32 995.86 -19.26 147.11 13.39 -524.25 -8309.72 -1064.50 -105.42 770.04 165.51 -827.45 1406.04 -759.09 -690.06 1070.43 -451.67 -307.76 341.47 203.30 356.82 -2.04 -203.14 271.80 276.92 48.90 68.20 45.99 25.82 25.14 -8.62 -14.49 -4.34 68.47 82.74
17:07:07 03/17/10
-178.59 14.65 -143.45 121.85 -25.60 84.19 -94.17 78.88 85.08 -129.63 116.57 50.25 -72.06 1253.77 700.31 -405.35 -2003.13 -1423.18 -977.24 -150.89 -522.71 256.55 -627.79 -91.32 -26.80 72.49 30.59 140.18 -46.07 183.20 1938.55 -1372.40 1268.76 1404.25 -1100.19 920.71 1084.64 -742.82 720.32 -477.58 292.15 201.78 -208.40 -179.80 383.74 -316.68 -267.68 -268.49 -133.82 -84.12 -120.22 -17.87 421.94 296.76
-1495.87 594.10 -1416.21 2707.78 1351.41 -74.89 -159.42 198.03 153.85 -345.64 431.77 -37.08 -94.96 -1349.51 -649.99 762.51 1930.54 1316.83 778.95 545.82 557.87 -97.24 -168.55 -16.87 387.86 -1998.94 -855.00 1024.29 210.61 1740.15 -1806.00 1345.47 -1304.30 -1275.25 1060.53 -916.93 -692.26 391.10 -108.06 252.60 -404.27 -334.29 238.02 294.35 -226.62 -0.52 -66.31 3.12 -31.20 -49.74 12.20 -20.90 -141.85 26.22
Helman O. Mozo
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Job
438 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.01 103.14 -46.00 0.01 77.36 -25.83 0.01 46.89 -25.14 0.01 31.16 -13.40 0.00 29.92 8.61 0.00 18.97 14.48 0.00 2.29 4.33 96.00 2218.78 -151.69 96.00 738.33 -33.70 96.01 -794.13 -2.33 96.01 -714.83 -6.62 96.01 -262.22 19.53 96.02 54.52 14.58 96.02 2158.58 173.96 96.02 -551.34 33.70 96.03 -551.34 -33.70 96.03 1383.55 32.51 96.03 -1048.42 -21.76 -86.68 335.67 22.15 -200.39 1006.97 -96.84 -312.50 -635.80 94.52 -335.20 -284.31 -83.01 -532.48 1165.31 -69.71 81.21 -827.81 1060.14 -115.02 -265.98 362.15 81.21 1682.13 -1455.71 81.21 900.45 -1482.07 81.20 731.61 -1266.73 81.20 482.06 -770.86 20.89 9.97 65.26 20.89 -33.25 567.72 -18.98 -282.42 -248.74 0.02 298.94 -467.61 0.01 11.63 -37.01 -115.02 -265.99 -362.15 96.02 1897.99 -97.92 96.01 775.64 -118.64 96.01 381.99 135.82 96.01 2207.38 -128.63 96.00 -324.14 106.68 81.21 -592.22 841.52 81.21 979.24 -1621.97 81.21 -348.74 516.98 81.20 -427.06 637.70 81.20 629.85 -1105.21 81.20 -248.48 361.95 81.20 -110.58 269.96 81.20 267.73 -556.81 20.89 78.82 -350.12 20.89 -223.29 -128.92 20.89 -112.89 -439.49 20.89 -223.22 -194.88 20.89 375.49 23.93 -18.98 183.74 91.13
71.52 24.08 315.00 -39.53 27.32 42.43 188.81 29.93 19.48 22.74 119.72 -4.34 16.74 18.95 86.40 10.02 47.70 -21.26 139.99 -22.82 7.63 7.24 47.99 39.16 0.01 -0.01 4.14 7.80 -738.34 33.70 862.91 -68.77 324.14 -106.68 520.51 -68.77 -2207.39 128.63 -1496.49 62.97 -381.99 -135.82 -445.53 -57.86 -775.64 118.64 -318.72 42.43 -2158.58 -173.96 -519.66 -39.36 2811.48 182.72 890.75 63.93 -1897.99 97.92 -494.59 26.58 -1383.56 -32.51 -333.25 -11.40 1048.42 21.76 293.28 6.54 -335.68 -39.53 -275.58 -12.20 -1006.98 86.03 -132.73 21.39 635.80 -105.18 216.61 -26.64 284.31 80.85 -64.86 32.36 -1165.31 50.95 -303.81 -6.72 812.45 -124.71 229.21 -22.53 -900.45 1482.07 -1041.12 1531.45 -3502.06 463.87 -3560.73 780.57 827.81 -1060.15 1507.47 -1511.03 592.22 -841.53 899.20 -1399.76 427.06 -637.71 697.99 -1147.25 110.59 -269.97 357.02 -627.01 112.90 439.49 86.49 355.28 2138.72 2813.96 1481.98 2380.27 -183.73 -91.13 -463.29 -337.78 -133.97 -110.13 297.56 -1042.03 -4.07 6.71 13.63 -54.64 355.68 -677.06 42.38 -491.02 2811.49 -182.72 658.90 -39.26 -54.53 -14.58 213.07 -39.36 262.21 -19.53 235.06 42.43 714.83 6.62 1385.80 -57.86 794.13 2.33 271.50 62.97 -979.24 1621.97 -946.66 1484.03 348.74 -516.99 799.99 -1288.53 -731.60 1266.73 -650.81 1074.52 -629.84 1105.21 -636.68 1049.95 248.48 -361.96 529.11 -883.84 -482.05 770.86 -440.08 682.42 -267.73 556.81 -227.90 498.05 733.72 230.70 603.28 -196.45 33.26 -567.72 78.89 -646.04 -78.82 350.12 -212.64 155.70 223.29 128.93 77.71 -218.59 -9.97 -65.25 -164.13 -183.10 223.23 194.89 421.42 154.02 148.16 -3.36 329.86 87.23
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
439 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-18.98 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 215.89 215.89 215.89 215.89 215.89 215.89 215.89 215.90 215.90 215.90 215.91 -141.34 -320.03 -496.21 -518.91 -518.91 179.66 267.43 179.66 179.66 179.66 179.67 -2.44 -2.45 8.57 -0.02 -0.01 267.43 215.90 215.89 215.89 215.89 215.89 179.66 179.66 179.66 179.66
-148.15 -16.19 52.43 8.62 22.76 11.44 -8.70 6.64 133.97 10.71 23.10 8.25 9.75 4.08 -6.09 -8.50 -4.64 271.17 176.53 -77.88 -105.30 -44.49 -246.83 401.65 91.77 91.77 -406.42 400.74 -1.19 -549.56 645.80 -151.98 -402.48 764.36 205.87 84.89 -814.89 -554.26 -325.11 -117.12 -443.17 66.26 190.86 -5.41 205.87 216.07 -78.12 327.81 -196.85 224.36 1405.87 -629.14 864.29 929.13
3.36 -542.03 117.75 -685.93 120.37 -194.78 -10.70 2.88 -48.50 -346.11 -131.33 -23.09 22.34 52.91 -196.56 -26.11 -8.25 21.09 0.67 -9.05 -60.71 -9.74 4.93 23.48 -100.61 -10.59 6.10 26.66 31.64 28.98 70.24 8.51 22.35 -0.33 166.99 8.85 4.64 2.03 20.35 19.61 110.13 16.20 194.77 270.86 549.92 -2.89 -52.42 131.32 -75.24 231.63 -22.35 -8.61 26.10 26.14 6.76 -21.10 -22.75 60.70 -26.14 71.43 -4.93 -11.62 37.00 -3.37 57.83 -6.72 -11.43 10.58 -13.26 6.96 -26.67 8.70 -70.25 4.71 -174.79 -22.36 -6.63 -8.85 -27.30 -56.29 -2.04 0.01 -0.01 -8.34 -3.69 -372.45 -176.53 1274.91 55.16 526.01 -1274.90 -224.36 2889.55 -23.43 791.02 195.72 196.85 -440.63 59.32 -122.11 899.68 -327.81 2765.49 -175.93 1488.80 -577.60 78.12 -621.22 10.33 -368.15 1649.60 -401.65 8024.42 -160.16 2389.27 -8024.42 304.92 -8331.98 126.63 -2931.45 -655.00 -216.07 -5869.06 -25.10 -1317.40 655.01 406.42 -355.80 85.81 51.53 355.80 -400.74 1138.90 -97.34 180.25 -1138.90 1.20 44.63 80.03 -217.87 -78.60 549.56 -879.19 108.42 -189.37 862.20 -645.80 1944.34 -157.62 370.06 -1961.09 151.98 -429.56 147.21 -441.13 427.40 402.48 -249.28 52.50 37.33 249.28 -413.66 524.89 -94.58 89.72 -1371.86 814.89 -1633.75 951.36 -1810.61 1382.17 -59.40 -915.44 138.41 441.05 -468.39 -764.35 1371.85 -408.09 542.62 1633.74 -1405.87 3207.86 -1337.80 2916.63 1373.12 -929.12 2160.52 -893.60 2128.70 876.88 -673.24 1372.59 -601.41 1355.11 281.96 32.64 644.78 -59.47 652.31 -97.94 632.37 716.38 133.18 435.30 68.44 20.80 26.30 86.52 94.15 114.53 -80.93 8.24 198.27 221.41 -22.99 -17.95 13.45 -42.12 -17.22 -1382.16 166.66 271.63 176.02 -524.72 5869.06 304.92 8331.98 72.89 1986.85 621.23 246.83 -1649.60 49.85 -303.85 -2765.49 44.49 577.61 135.85 -798.34 440.64 105.30 -899.67 -43.42 -217.69 -2889.54 77.88 -195.71 174.60 -1782.28 -3207.87 629.15 -1558.15 1225.91 -2871.10 1558.14 -864.28 1933.68 -899.65 2103.51 -1933.68 554.27 -1373.13 854.55 -1992.06 -2160.53 516.09 -1304.36 870.61 -2087.28
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
440 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
179.66 179.66 179.67 179.67 -2.45 -2.44 -2.44 -2.44 -2.44 8.57 8.58 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00
-516.08 1304.36 641.23 -1535.07 673.25 -1372.60 -498.22 779.21 183.42 -453.72 -299.30 125.41 -32.63 -644.78 51.74 -243.36 -1.88 -95.58 -20.80 -26.29 65.98 287.31 -14.64 -145.82 -21.19 -64.27 -50.78 -28.47 -11.58 -41.47 -4.43 -18.83 -40.04 21.23 -4.68 -7.29 80.93 -8.24 92.50 -97.63 79.27 -38.95 60.39 -27.54 32.00 -24.79 17.96 -13.46 18.77 8.67 14.83 14.44 0.43 4.31
-641.23 325.11 498.23 -355.56 443.17 -183.42 299.30 117.13 -51.74 -65.98 215.94 -92.49 -79.27 -60.38 -31.99 -18.76 -14.82 -0.42 14.65 21.20 50.79 11.59 5.41 4.44 40.05 4.69 0.01
1535.06 -876.89 -779.22 119.86 97.94 453.72 -125.40 -281.96 243.37 -287.30 -53.28 97.62 38.94 27.53 24.78 -8.67 -14.45 -4.32 145.81 64.26 28.46 41.46 22.98 18.82 -21.24 7.29 -0.01
17:07:07 03/17/10
-697.17 1710.49 582.14 -1452.98 705.71 -1296.28 -514.32 541.61 441.04 -250.42 -339.77 407.63 187.70 -542.10 118.87 -369.76 -37.74 104.02 -86.25 -311.66 280.18 232.59 -193.21 -86.93 -181.18 -45.68 -200.49 -1.70 -78.59 -30.10 -41.82 -49.61 -98.94 12.23 -9.19 -20.94 172.39 248.12 205.05 -60.19 234.59 -18.90 129.82 25.11 67.48 -3.25 40.39 9.68 106.08 -22.68 35.20 39.19 0.79 7.76
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.6 16.6 D188Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.5 16.5 D90Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.5 16.5 D91Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.70 4.23 16.5 16.5 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.4 16.4 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.4 16.4 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.4 16.4 D108Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.4 16.4 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.2 16.2 D205Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.2 16.2 D107Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.69 4.23 16.2 16.2 D130Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.2 16.2 D271Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.1 16.1 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.1 16.1 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.1 16.1 D106Z139P 139.19 0.00 4.00 0.0 0.00 4.00 0.0 0.68 4.23 16.0 16.0 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9 D129Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.67 4.23 15.9 15.9
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D270Z138P D195Z138P D303Z138P D104Z138P D278Z138P D203Z138P D103Z138P D128Z138P D269Z137P D194Z137P D302Z137P D102Z137P D277Z136P D202Z136P D101Z136P D127Z136P D268Z136P D193Z136P D301Z136P D100Z136P D276Z135P D201Z135P D99Z135P D126Z135P D267Z135P D192Z135P D300Z135P D98Z135P D275Z134P D200Z134P D97Z134P D125Z134P D266Z134P D191Z134P D299Z134P D96Z134P D274Z133P D199Z133P D95Z133P D124Z133P D265Z133P D190Z133P D298Z133P D94Z133P D273Z132P D198Z132P D93Z132P D123Z132P D264Z131P D189Z131P D297Z131P D92Z131P D260Z131P D185Z131P
138.10 138.09 138.09 138.09 137.54 137.54 137.54 137.53 136.99 136.98 136.98 136.98 136.43 136.43 136.43 136.42 135.88 135.87 135.87 135.87 135.32 135.32 135.32 135.31 134.77 134.76 134.76 134.76 134.22 134.21 134.21 134.20 133.66 133.66 133.66 133.65 133.11 133.10 133.10 133.10 132.55 132.55 132.55 132.54 132.00 131.99 131.99 131.99 131.44 131.44 131.44 131.43 130.89 130.88
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.67 0.67 0.67 0.66 0.66 0.66 0.66 0.66 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.64 0.64 0.64 0.64 0.63 0.63 0.63 0.63 0.62 0.63 0.63 0.63 0.62 0.62 0.62 0.62 0.61 0.61 0.61 0.61 0.60 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.58 0.59 0.59 0.59 0.58 0.58
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
15.8 15.7 15.7 15.7 15.6 15.6 15.6 15.6 15.4 15.4 15.4 15.4 15.3 15.3 15.3 15.3 15.1 15.1 15.1 15.1 14.9 14.9 15.0 15.0 14.8 14.8 14.8 14.8 14.6 14.6 14.6 14.7 14.5 14.5 14.5 14.5 14.3 14.3 14.3 14.3 14.1 14.2 14.2 14.2 14.0 14.0 14.0 14.1 13.8 13.9 13.9 13.9 13.7 13.7
15.8 15.7 15.7 15.7 15.6 15.6 15.6 15.6 15.4 15.4 15.4 15.4 15.3 15.3 15.3 15.3 15.1 15.1 15.1 15.1 14.9 14.9 15.0 15.0 14.8 14.8 14.8 14.8 14.6 14.6 14.6 14.7 14.5 14.5 14.5 14.5 14.3 14.3 14.3 14.3 14.1 14.2 14.2 14.2 14.0 14.0 14.0 14.1 13.8 13.9 13.9 13.9 13.7 13.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D84Z131P D85Z131P D262Z130P D187Z130P D87Z130P D88Z130P D261Z129P D186Z129P D89Z129P D86Z129P D259Z128P D184Z128P D83Z128P D82Z128P D258Z126P D183Z126P D80Z126P D81Z126P D257Z125P D182Z125P D78Z125P D79Z125P D256Z124P D181Z124P D76Z124P D77Z124P D255Z122P D180Z122P D74Z122P D75Z122P D254Z121P D179Z121P D72Z121P D73Z121P D253Z119P D178Z119P D70Z119P D71Z119P D252Z118P D177Z118P D67Z118P D68Z118P D251Z117P D176Z117P D69Z117P D66Z117P D250Z115P D175Z115P D58Z115P D65Z115P D238Z113P D163Z113P D40Z113P D41Z113P
130.88 130.88 129.90 129.89 129.89 129.88 128.91 128.90 128.90 128.89 127.91 127.90 127.90 127.89 126.49 126.48 126.48 126.47 125.07 125.06 125.06 125.05 123.65 123.64 123.64 123.63 122.23 122.22 122.22 122.21 120.81 120.80 120.80 120.79 119.39 119.38 119.38 119.37 117.97 117.96 117.96 117.95 116.95 116.94 116.94 116.93 114.93 114.91 114.91 114.90 113.27 113.25 113.25 113.24
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.58 0.58 0.57 0.57 0.57 0.57 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.55 0.53 0.53 0.53 0.53 0.52 0.52 0.52 0.52 0.50 0.50 0.50 0.51 0.49 0.49 0.49 0.49 0.48 0.48 0.48 0.48 0.46 0.46 0.46 0.46 0.45 0.45 0.45 0.45 0.44 0.44 0.44 0.44 0.42 0.42 0.42 0.42 0.41 0.41 0.41 0.41
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
13.7 13.8 13.4 13.5 13.5 13.5 13.2 13.2 13.2 13.3 13.0 13.0 13.0 13.0 12.6 12.6 12.6 12.7 12.3 12.3 12.3 12.3 11.9 11.9 11.9 12.0 11.6 11.6 11.6 11.6 11.2 11.3 11.3 11.3 10.9 10.9 10.9 10.9 10.6 10.6 10.6 10.6 10.4 10.4 10.4 10.4 10.0 9.9 10.0 9.9 9.6 9.6 9.6 9.6
13.7 13.8 13.4 13.5 13.5 13.5 13.2 13.2 13.2 13.3 13.0 13.0 13.0 13.0 12.6 12.6 12.6 12.7 12.3 12.3 12.3 12.3 11.9 11.9 11.9 12.0 11.6 11.6 11.6 11.6 11.2 11.3 11.3 11.3 10.9 10.9 10.9 10.9 10.6 10.6 10.6 10.6 10.4 10.4 10.4 10.4 10.0 9.9 10.0 9.9 9.6 9.6 9.6 9.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D246Z112P D171Z112P D64Z112P D57Z112P D239Z110P D164Z110P D42Z110P D43Z110P D249Z108P D174Z108P D56Z108P D63Z108P D240Z107P D165Z107P D44Z107P D45Z107P D245Z105P D170Z105P D62Z105P D55Z105P D241Z103P D166Z103P D46Z103P D47Z103P D248Z102P D173Z102P D54Z102P D61Z102P D242Z100P D167Z100P D48Z100P D49Z100P D244Z98P D169Z98P D60Z98P D53Z98P D243Z97P D168Z97P D50Z97P D51Z97P D247Z95P D172Z95P D52Z95P D59Z95P D213Z93P D138Z93P D27Z93P D1Z93P D281Z92P D206Z92P D109Z92P D131Z92P D225Z90P D150Z90P
111.61 111.59 111.59 111.58 109.95 109.93 109.93 109.92 108.29 108.27 108.27 108.26 106.63 106.61 106.61 106.60 104.97 104.95 104.95 104.94 103.31 103.29 103.29 103.28 101.65 101.63 101.63 101.62 99.99 99.97 99.97 99.96 98.33 98.31 98.31 98.30 96.67 96.65 96.65 96.64 95.01 94.99 94.99 94.98 93.34 93.33 93.33 93.32 91.63 91.62 91.62 91.61 89.60 89.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.39 0.39 0.39 0.39 0.38 0.38 0.38 0.38 0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.35 0.34 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.30 0.30 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.27 0.27 0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.25 0.24 0.24 0.23 0.23 0.23 0.23 0.22
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
9.3 9.2 9.3 9.2 8.9 8.9 8.9 8.9 8.6 8.6 8.6 8.5 8.3 8.2 8.2 8.2 8.0 7.9 7.9 7.8 7.7 7.6 7.6 7.5 7.3 7.3 7.3 7.2 7.0 6.9 7.0 6.9 6.8 6.6 6.6 6.6 6.5 6.4 6.4 6.3 6.2 6.1 6.1 6.0 5.9 5.8 5.8 5.7 5.6 5.5 5.5 5.4 5.4 5.2
9.3 9.2 9.3 9.2 8.9 8.9 8.9 8.9 8.6 8.6 8.6 8.5 8.3 8.2 8.2 8.2 8.0 7.9 7.9 7.8 7.7 7.6 7.6 7.5 7.3 7.3 7.3 7.2 7.0 6.9 7.0 6.9 6.8 6.6 6.6 6.6 6.5 6.4 6.4 6.3 6.2 6.1 6.1 6.0 5.9 5.8 5.8 5.7 5.6 5.5 5.5 5.4 5.4 5.2
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D26Z90P D25Z90P D282Z88P D207Z88P D111Z88P D132Z88P D224Z86P D149Z86P D23Z86P D24Z86P D283Z84P D208Z84P D113Z84P D133Z84P D223Z81P D148Z81P D22Z81P D21Z81P D284Z79P D209Z79P D115Z79P D134Z79P D222Z75P D147Z75P D20Z75P D19Z75P D285Z72P D210Z72P D117Z72P D135Z72P D220Z68P D145Z68P D17Z68P D16Z68P D286Z62P D211Z62P D119Z62P D136Z62P D221Z55P D146Z55P D15Z55P D18Z55P D237Z50P D162Z50P D28Z50P D39Z50P D235Z45P D236Z45P D292Z45P D160Z45P D12Z45P D38Z45P D143Z45P D37Z45P
89.59 89.58 87.88 87.87 87.87 87.85 85.88 85.87 85.87 85.85 83.78 83.77 83.77 83.76 81.33 81.32 81.32 81.30 78.61 78.59 78.59 78.58 75.37 75.35 75.35 75.33 72.00 71.98 71.98 71.96 67.97 67.95 67.95 67.93 62.41 62.40 62.40 62.38 55.30 55.28 55.28 55.27 50.37 50.35 50.35 50.34 44.59 44.58 44.58 44.57 44.57 44.56 44.56 44.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.22 0.22 0.22 0.21 0.21 0.21 0.20 0.20 0.20 0.20 0.19 0.19 0.19 0.19 0.18 0.17 0.18 0.17 0.17 0.16 0.16 0.16 0.15 0.15 0.15 0.14 0.14 0.13 0.13 0.13 0.12 0.11 0.12 0.12 0.11 0.11 0.11 0.11 0.08 0.07 0.07 0.08 0.06 0.06 0.06 0.06 0.04 0.04 0.04 0.05 0.05 0.04 0.04 0.04
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
5.2 5.2 5.1 5.0 5.0 4.9 4.8 4.7 4.8 4.6 4.6 4.5 4.5 4.4 4.3 4.1 4.2 4.1 4.0 3.8 3.9 3.8 3.6 3.5 3.5 3.4 3.2 3.1 3.2 3.1 2.9 2.7 2.7 2.8 2.6 2.6 2.6 2.6 1.8 1.7 1.7 1.8 1.4 1.4 1.4 1.4 1.0 1.0 1.0 1.1 1.1 0.9 0.9 0.9
5.2 5.2 5.1 5.0 5.0 4.9 4.8 4.7 4.8 4.6 4.6 4.5 4.5 4.4 4.3 4.1 4.2 4.1 4.0 3.8 3.9 3.8 3.6 3.5 3.5 3.4 3.2 3.1 3.2 3.1 2.9 2.7 2.7 2.8 2.6 2.6 2.6 2.6 1.8 1.7 1.7 1.8 1.4 1.4 1.4 1.4 1.0 1.0 1.0 1.1 1.1 0.9 0.9 0.9
Helman O. Mozo
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Job
445 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D234Z36P D159Z36P D11Z36P D36Z36P D233Z31P D158Z31P D10Z31P D35Z31P D231Z26P D290Z26P D230Z26P D156Z26P D8Z26P D32Z26P D141Z26P D33Z26P D229Z19P D154Z19P D5Z19P D31Z19P D232Z13P D157Z13P D9Z13P D34Z13P D227Z9P D288Z9P D226Z9P D152Z9P D122Z9P D30Z9P D139Z9P D121Z9P
36.33 36.32 36.32 36.30 31.33 31.32 31.32 31.31 26.29 26.29 26.29 26.28 26.28 26.27 26.27 26.27 18.74 18.73 18.73 18.73 13.34 13.34 13.34 13.33 8.59 8.59 8.59 8.59 8.59 8.59 8.59 8.58
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.8 0.7 0.7 0.8 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1
0.8 0.7 0.7 0.8 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1
Helman O. Mozo
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Job
446 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 18 "SERVICIO 1-4"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0.005079 213.1 0.002209 0.0000 0.0000 0.0000 0.005079 211.8 93.34 D1Z93P 0.005171 0.2193 0.002381 -0.3710 -0.0167 0.0001 1.33 -1.106 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.001669 563.5 -37.88 0.0000 0.0000 0.0000 -3.524 556.5 -29.29 D4Z13P -4.351e-005 684.8 -46.04 0.0000 0.0000 0.0000 -4.351e-005 678.1 -32.7 D5Z19P 0.002692 0.005594 0.003486 -0.0680 -0.0400 -0.5091 -6.338 -6.335 18.74 D6Z26P -0.0006849 304.1 -20.44 0.0000 0.0000 0.0000 -2.534 298.2 5.848 D7Z31P 0.0003897 816.4 -54.88 0.0000 0.0000 0.0000 0.0003897 810.9 -23.56 D8Z26P -0.0006673 0.01302 0.004744 -0.1161 -0.0554 -0.6432 -5.834 -5.82 26.29 D9Z13P 0.0006545 0.00299 0.002549 -0.0556 0.0105 -0.3689 -6.702 -6.7 13.34 D10Z31P 0.0004514 0.0203 0.005227 -0.1375 -0.0182 -0.6932 -5.494 -5.474 31.33 D11Z36P 0.002337 0.0287 0.005637 -0.1382 -0.0458 -0.6540 -5.156 -5.129 36.33 D12Z45P -0.000923 0.04336 0.006289 -0.1659 -0.0440 -0.5908 -4.604 -4.56 44.58 D13Z45P -0.000929 469.2 -31.54 0.0000 0.0000 0.0000 -2.384 464.6 13.04 D14Z50P 0.001262 648.1 -43.56 0.0000 0.0000 0.0000 0.001262 643.9 6.791 D15Z55P 0.003222 0.07111 0.006109 -0.2777 -0.0313 -0.5043 -3.88 -3.812 55.29 D16Z68P 0.0008366 0.1045 0.005468 -0.0966 -0.0026 0.0111 3.032 -2.927 67.96 D17Z68P 0.004697 0.1128 0.005482 -0.1852 0.0004 -0.4183 -3.027 -2.918 67.96 D18Z55P 9.347e-005 0.06572 0.005851 -0.2348 0.0058 -0.0020 3.883 -3.817 55.29 D19Z75P 0.003348 0.1324 0.005017 -0.2478 0.0124 0.0018 2.537 -2.401 75.36 D20Z75P 0.00363 0.1429 0.004808 -0.2366 -0.0400 -0.3570 -2.53 -2.391 75.36 D21Z81P 0.003147 0.1574 0.004324 -0.2505 0.0117 0.0032 2.136 -1.975 81.33 D22Z81P 0.004995 0.1688 0.003961 -0.3047 -0.0145 -0.3097 -2.127 -1.964 81.33 D23Z86P 0.004537 0.1918 0.003192 -0.3080 -0.0137 -0.2756 -1.822 -1.635 85.88 D24Z86P 0.00445 0.1791 0.003724 -0.2860 0.0022 0.0026 1.831 -1.647 85.88 D25Z90P 0.004106 0.1981 0.003071 -0.2976 0.0131 0.0021 1.581 -1.378 89.6 D26Z90P 0.005512 0.2112 0.002441 -0.3243 -0.0162 -0.2466 -1.571 -1.365 89.6 D27Z93P 0.004988 0.2329 0.001649 -0.3623 -0.0115 -0.2165 -1.32 -1.092 93.34 D28Z50P 0.00134 0.05729 0.006216 -0.1666 -0.0046 -0.5503 -4.213 -4.157 50.36 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.001428 563.5 -37.88 0.0000 0.0000 0.0000 3.524 556.5 -29.29 D31Z19P -0.002521 0.004817 0.003233 -0.0298 0.0080 0.0023 6.338 -6.336 18.74 D32Z26P 0.001075 304.1 -20.44 0.0000 0.0000 0.0000 2.534 298.2 5.848 D33Z26P 0.001057 0.01128 0.004483 -0.0665 0.0151 0.0012 5.834 -5.822 26.29 D34Z13P -0.0007343 0.002411 0.002365 -0.0289 -0.0322 0.0036 6.702 -6.701 13.34 D35Z31P 0.000326 0.01811 0.004951 -0.0868 -0.0222 0.0037 5.495 -5.476 31.32 D36Z36P -0.001088 0.02603 0.005333 -0.0887 0.0058 0.0029 5.157 -5.132 36.33 D37Z45P 0.002622 0.03982 0.005955 -0.1188 0.0100 0.0028 4.606 -4.563 44.58 D38Z45P 0.002628 469.2 -31.54 0.0000 0.0000 0.0000 2.386 464.6 13.04 D39Z50P 0.001184 0.05281 0.005916 -0.1193 -0.0225 0.0064 4.216 -4.162 50.36 D40Z113P -0.0008682 0.3754 0.003812 -0.4537 -0.0182 -0.0961 -1.326 -0.9496 113.3 D41Z113P -0.0009172 0.3731 0.004615 -0.4892 -0.0167 0.0056 1.324 -0.9519 113.3 D42Z110P 0.0001449 0.3494 0.003599 -0.4424 -0.0182 -0.1162 -1.325 -0.9756 109.9 D43Z110P 8.437e-005 0.3451 0.004405 -0.4752 -0.0173 0.0047 1.325 -0.9799 109.9 D44Z107P 0.001159 0.3242 0.003336 -0.4303 -0.0193 -0.1363 -1.324 -1.001 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
447 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.001124 0.002175 0.002135 0.003216 0.003097 0.004187 0.004066 0.004728 0.003336 0.002799 0.001476 0.0007444 -0.0005011 -0.001339 0.004492 0.003957 0.002517 0.001823 0.000515 -0.0002865 -0.001497 -0.00188 -0.002069 -0.001937 -0.001746 -0.002345 -0.002327 -0.002456 -0.002487 -0.002642 -0.002659 -0.002771 -0.002785 -0.002934 -0.002941 -0.003049 -0.003056 -0.003228 -0.003155 -0.004021 -0.003995 -0.003488 -0.003661 -0.00383 -0.00344 -0.000344 -0.0003436 -0.003863 -0.003634 -0.003452 -0.003221 -0.003032 -0.002811 -0.002617
0.3179 0.2997 0.2916 0.2762 0.2662 0.2541 0.2423 0.2435 0.254 0.2878 0.3045 0.3367 0.3589 0.3886 0.2307 0.2649 0.2787 0.3117 0.3314 0.3623 0.3871 0.404 0.4125 0.4127 0.4044 0.4251 0.4256 0.4381 0.4389 0.4511 0.4522 0.4643 0.4657 0.4777 0.4794 0.4911 0.493 0.5068 0.5046 0.5325 0.5366 0.5165 0.523 0.5264 0.5137 0.6464 0.643 0.5422 0.5445 0.5534 0.5568 0.5651 0.5694 0.5769
0.004138 0.003018 0.003811 0.002636 0.003414 0.002183 0.00294 0.00194 0.003197 0.002846 0.003991 0.003482 0.004524 0.003907 0.002685 0.002428 0.003632 0.003192 0.004287 0.003718 0.004708 0.001237 -0.0006987 -0.0005051 0.0008339 -0.0005881 -0.0004179 -0.0005058 -0.0003298 -0.0004211 -0.0002666 -0.0003608 -0.0002013 -0.0003 -0.0001572 -0.0002574 -0.0001097 -7.68e-005 -0.0002137 -0.003019 -0.003281 -0.001128 -0.00207 -0.002204 -0.001137 -0.002701 -0.00296 -0.003227 -0.002917 -0.003136 -0.002837 -0.003069 -0.002782 -0.003022
-0.4632 -0.4127 -0.4455 -0.3969 -0.4284 -0.3674 -0.3984 -0.3662 -0.4118 -0.4051 -0.4547 -0.4360 -0.4839 -0.4594 -0.4023 -0.3817 -0.4377 -0.4219 -0.4686 -0.4489 -0.4792 -0.4806 -0.4849 -0.5018 -0.4648 -0.5218 -0.5330 -0.5228 -0.5361 -0.5279 -0.5399 -0.5370 -0.5483 -0.5417 -0.5519 -0.5435 -0.5535 -0.5578 -0.5432 -0.5932 -0.5808 -0.5639 -0.5401 -0.5824 -0.5355 -0.6642 -0.6207 -0.5755 -0.6283 -0.5946 -0.6440 -0.6068 -0.6532 -0.6121
17:07:07 03/17/10
-0.0158 -0.0166 -0.0182 -0.0214 -0.0128 -0.0121 -0.0209 -0.0148 -0.0167 -0.0175 -0.0177 -0.0169 -0.0174 -0.0191 -0.0191 -0.0168 -0.0171 -0.0173 -0.0186 -0.0172 -0.0191 0.0004 -0.0233 -0.0106 -0.0389 -0.0044 -0.0126 -0.0062 -0.0054 -0.0066 -0.0063 -0.0057 -0.0056 -0.0061 -0.0055 -0.0036 -0.0053 -0.0081 -0.0064 0.0026 0.0075 -0.0170 -0.0318 -0.0165 -0.0248 0.0213 0.0212 0.0197 0.0252 0.0214 0.0203 0.0211 0.0214 0.0212
0.0038 -0.1563 0.0029 -0.1764 0.0019 -0.1964 0.0010 -0.2065 0.0015 -0.1663 0.0033 -0.1262 0.0052 -0.0861 0.0006 -0.1864 0.0024 -0.1463 0.0042 -0.1062 0.0061 0.0041 -0.0771 0.0031 -0.0790 -0.0759 0.0040 -0.0747 0.0048 -0.0736 0.0057 -0.0724 0.0065 -0.0712 0.0074 -0.0700 0.0082 0.0091 -0.0688 -0.0642 0.0129 0.0122 -0.0663 0.0127 -0.0676 -0.0642 0.0129 0.0129 -0.0642 0.0129 -0.0642 0.0129 -0.0642 0.0129
1.326 -1.007 -1.323 -1.025 1.327 -1.033 -1.322 -1.049 1.328 -1.059 -1.321 -1.071 1.329 -1.083 -1.32 -1.082 1.328 -1.071 -1.322 -1.037 1.326 -1.02 -1.324 -0.9883 1.324 -0.9661 -1.326 -0.9364 1.329 -1.094 -1.321 -1.06 1.328 -1.046 -1.323 -1.013 1.326 -0.9936 -1.325 -0.9627 1.324 -0.9379 0.8998 -0.4977 -0.6921 -0.2775 0.6881 -0.2773 -0.9034 -0.4973 -0.6923 -0.2649 0.6877 -0.2644 -0.6925 -0.2519 0.6875 -0.2511 -0.6926 -0.2389 0.6873 -0.2378 -0.6928 -0.2257 0.6872 -0.2243 -0.6929 -0.2123 0.6871 -0.2106 -0.693 -0.1989 0.6869 -0.197 0.6868 -0.1832 -0.6932 -0.1854 -0.354 0.1825 0.346 0.1866 0.5732 -0.06015 -0.467 0.05965 0.4595 0.06309 -0.5801 -0.06293 -0.3503 0.2964 0.3497 0.293 0.3461 0.1922 -0.3536 0.1945 0.3465 0.2034 -0.3532 0.2068 0.347 0.2151 -0.3528 0.2194 0.3474 0.2269
106.6 103.3 103.3 99.98 99.98 96.66 96.66 95 98.32 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 117 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6 133.1 133.7 134.2 134.8
Helman O. Mozo
Page
Job
448 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P
-0.0024 0.5821 -0.002202 0.5888 -0.001989 0.5949 -0.001787 0.6008 -0.001578 0.6078 -0.001372 0.6129 -0.001167 0.6207 -0.0009605 0.6249 -0.0007554 0.6336 -0.0005491 0.637 0.005203 0.2227 0.005159 0.2022 0.004839 0.1814 0.004199 0.1562 0.005421 0.1302 0.002254 0.1057 0.001424 -5.011e-005 -0.001665 0.0002574 -0.003644 0.5477 -0.003228 0.5592 -0.002816 0.571 -0.002403 0.5828 -0.001991 0.5948 -0.001578 0.6068 -0.001166 0.6189 -0.000755 0.6309 0.00494 0.209 0.00415 0.1893 0.003932 0.1688 0.00314 0.1461 0.001796 0.1178 0.002014 0.09955 1.305e-014 0.2194 -0.007632 0.2193 563.5 -6.481e-005 -175.5 0.001287 304.1 0.01125 -208.3 0.01801 469.2 0.0398 -140.4 0.05272 -0.001162 0.1057 -0.0002664 0.06654 -0.005286 0.1323 -0.00458 0.158 -0.006702 0.1791 -0.006067 0.1984 -563.5 -0.002008 -0.003477 -0.001976 0 0 0.004949 0.007176 -304.1 0.01018 -0.002302 0.01021 0.0005453 0.002326 -0.0007492 0.01804
-0.002743 -0.002989 -0.002717 -0.002969 -0.002703 -0.002961 -0.0027 -0.00296 -0.0027 -0.00296 0.002032 0.002782 0.003525 0.004409 0.004956 0.005119 0.001744 0.001879 -0.003175 -0.003096 -0.003041 -0.003002 -0.002976 -0.002962 -0.00296 -0.00296 0.002752 0.00337 0.004025 0.004625 0.005318 0.004916 -0.006048 -0.01435 37.89 -11.8 20.44 -14.01 31.55 -9.445 -0.01518 -0.01427 -0.01561 -0.01533 -0.01517 -0.01474 -37.89 -0.003697 0 -0.006454 -20.45 -0.009454 -0.004956 -0.01062
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449 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P 0.001763 D160Z45P -0.005008 D161Z45P -469.2 D162Z50P -0.002161 D163Z113P -0.00217 D164Z110P -0.003088 D165Z107P -0.004007 D166Z103P -0.004903 D167Z100P -0.005729 D168Z97P -0.006584 D169Z98P -0.005793 D170Z105P -0.004226 D171Z112P -0.002506 D172Z95P -0.006969 D173Z102P -0.005178 D174Z108P -0.003414 D175Z115P -0.001648 D176Z117P -0.00135 D177Z118P -0.001395 D178Z119P -0.001288 D179Z121P -0.001079 D180Z122P -0.0009755 D181Z124P -0.0008113 D182Z125P -0.0007159 D183Z126P -0.000568 D184Z128P -0.0003928 D185Z131P 0.00031 D186Z129P -0.0001522 D187Z130P 0.000182 D188Z141P -0.0035 D189Z131P 0.0001304 D190Z133P -0.0003174 D191Z134P -0.000737 D192Z135P -0.001164 D193Z136P -0.001588 D194Z137P -0.002013 D195Z138P -0.002438 D196Z139P -0.002863 D197Z140P -0.003288 D198Z132P -9.925e-005 D199Z133P -0.0005257 D200Z134P -0.0009507 D201Z135P -0.001376 D202Z136P -0.001801 D203Z138P -0.002226 D204Z139P -0.002651 D205Z140P -0.003075 D206Z92P -0.007204 D207Z88P -0.006213 D208Z84P -0.005779 D209Z79P -0.004857 D210Z72P -0.003288 D211Z62P -0.003317 D212Z93P -0.007499
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Helman O. Mozo
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Job
450 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
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Helman O. Mozo
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Job
451 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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17:07:07 03/17/10
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-0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.0104 -0.1383 -0.1598 -0.1780 -0.2059 -0.2339 -0.2859 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0642 -0.0642 -0.0642 -0.0642 -0.0642 -0.0642 -0.0642 -0.0642 -0.0642
-0.3512 0.9257 -0.3516 0.9385 -0.352 0.9513 -0.3524 0.9642 -0.3529 0.9771 -0.3533 0.99 -0.3501 0.8945 -0.3505 0.9068 -0.351 0.9194 -0.3514 0.9321 -0.3518 0.9449 -0.3522 0.9578 -0.3527 0.9707 -0.3531 0.9836 -1.448 1.663 -1.7 1.895 -1.975 2.149 -2.322 2.473 -2.767 2.888 -3.408 3.51 -1.325 0.233 556.5 3.521 168.8 0.001694 298.2 2.545 202.8 0.0201 464.6 2.425 136.2 0.0572 -570.5 -3.522 -309.9 -2.52 -473.8 -2.34 -0.3539 0.1885 -0.3534 0.2006 -0.353 0.2131 -0.3526 0.2257 -0.3522 0.2385 -0.3518 0.2513 -0.3514 0.2642 -0.351 0.2771 -0.3505 0.29
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.61 87.86 83.76 78.58 71.97 62.39 93.33 -29.3 1.543 5.837 17.31 13.02 40.91 46.48 46.73 76.12 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-4": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D2Z0P -23.61 0.0 -31.74 0.0 -272.23 0.0 0.0 275.08 0.0 0.02 0.0 0.7 0.0 1.36 0.0 0.0 D29Z0P 22.00 0.0 -27.63 0.0 -248.05 0.0 0.0 250.55 0.0 -0.13 0.0 -0.5 0.0 0.01 0.0 0.0 D153Z0P -48.75 0.0 -54.63 0.0 516.42 0.0 0.0 521.59 0.0 -0.57 0.0 1.0 0.0 0.01 0.0 0.0 D228Z0P 51.64 0.0 -60.73 0.0 560.62 0.0 0.0 566.26 0.0 -0.47 0.0 -1.2 0.0 1.18 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-4":
Helman O. Mozo
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Job
452 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.2131 -0.7969 0.0000 -0.0000 0.7969 0.0051 213.1315 0.0022 D1Z93P 0.0000 0.4498 -1.6272 0.0000 -0.4496 1.6272 0.0052 0.2193 0.0024 D2Z0P 0.0000 0.6205 -2.4977 23.6117 31.1159 274.7235 0.0000 0.0000 0.0000 D3Z9P 0.0000 1.1321 -5.1195 -0.0000 -0.5686 5.0816 -0.0017 563.5014 -37.8837 D4Z13P 0.0000 0.5116 -2.6218 -0.0000 0.1732 2.5757 -0.0000 684.7762 -46.0381 D5Z19P -0.1987 2.2577 -8.1856 0.1987 -2.2576 8.1856 0.0027 0.0056 0.0035 D6Z26P 0.0000 0.6109 -3.1120 -0.0000 -0.3068 3.0916 -0.0007 304.0653 -20.4369 D7Z31P 0.0000 0.6109 -3.1120 0.0000 0.2055 3.0572 0.0004 816.4024 -54.8822 D8Z26P -0.2015 1.7622 -5.5638 0.2015 -1.7622 5.5638 -0.0007 0.0130 0.0047 D9Z13P -0.0512 0.8041 -3.8698 0.0512 -0.8041 3.8698 0.0007 0.0030 0.0025 D10Z31P -0.3223 2.4523 -7.1120 0.3223 -2.4523 7.1120 0.0005 0.0203 0.0052 D11Z36P 0.0000 1.5560 -5.6179 0.0000 -1.5560 5.6179 0.0023 0.0287 0.0056 D12Z45P 0.0000 0.9427 -4.2542 -0.0000 -0.9427 4.2542 -0.0009 0.0434 0.0063 D13Z45P 0.0000 0.9427 -4.2542 -0.0000 -0.4734 4.2227 -0.0009 469.2488 -31.5389 D14Z50P 0.0000 0.5100 -2.0983 0.0000 0.1381 2.0548 0.0013 648.1060 -43.5643 D15Z55P 0.0000 1.4707 -5.5598 0.0000 -1.4707 5.5598 0.0032 0.0711 0.0061 D16Z68P 0.0000 3.5931 -5.6802 0.0000 -3.5930 5.6802 0.0008 0.1045 0.0055 D17Z68P 0.0000 3.5931 -5.6802 0.0000 -3.5930 5.6802 0.0047 0.1128 0.0055 D18Z55P 0.0000 3.4881 -5.9398 0.0000 -3.4880 5.9398 0.0001 0.0657 0.0059 D19Z75P 0.0000 0.9264 -3.1649 0.0000 -0.9262 3.1649 0.0033 0.1324 0.0050 D20Z75P 0.0000 3.0789 -3.5449 0.0000 -3.0787 3.5449 0.0036 0.1429 0.0048 D21Z81P 0.0000 0.7053 -2.3461 0.0000 -0.7051 2.3461 0.0031 0.1574 0.0043 D22Z81P 0.0000 0.7053 -2.3461 0.0000 -0.7051 2.3461 0.0050 0.1688 0.0040 D23Z86P 0.0000 0.5513 -1.8579 0.0000 -0.5511 1.8579 0.0045 0.1918 0.0032 D24Z86P 0.0000 0.5513 -1.8579 0.0000 -0.5511 1.8579 0.0044 0.1791 0.0037 D25Z90P 0.0000 0.4829 -1.6682 0.0000 -0.4827 1.6682 0.0041 0.1981 0.0031 D26Z90P 0.0000 0.4829 -1.6682 0.0000 -0.4827 1.6682 0.0055 0.2112 0.0024 D27Z93P 0.0000 0.4498 -1.6272 0.0000 -0.4496 1.6272 0.0050 0.2329 0.0016 D28Z50P 0.0000 0.5100 -2.0983 0.0000 -0.5099 2.0984 0.0013 0.0573 0.0062 D29Z0P 0.0000 0.6205 -2.4977 -22.0025 27.0100 250.5471 0.0000 0.0000 0.0000 D30Z9P 0.0000 1.1321 -5.1195 0.0000 -0.5686 5.0816 0.0014 563.5013 -37.8838 D31Z19P 0.0000 1.1225 -5.7338 -0.0000 -1.1225 5.7338 -0.0025 0.0048 0.0032 D32Z26P 0.0000 0.6109 -3.1120 0.0000 -0.3068 3.0916 0.0011 304.0642 -20.4370 D33Z26P 0.0000 0.6109 -3.1120 0.0000 -0.6109 3.1120 0.0011 0.0113 0.0045 D34Z13P 0.0000 0.5116 -2.6218 -0.0000 -0.5116 2.6218 -0.0007 0.0024 0.0024 D35Z31P 0.0000 0.6109 -3.1120 0.0000 -0.6108 3.1120 0.0003 0.0181 0.0050 D36Z36P 0.0000 1.0436 -5.2679 -0.0000 -1.0436 5.2679 -0.0011 0.0260 0.0053 D37Z45P 0.0000 0.9427 -4.2542 0.0000 -0.9427 4.2542 0.0026 0.0398 0.0060 D38Z45P 0.0000 0.9427 -4.2542 0.0000 -0.4735 4.2227 0.0026 469.2461 -31.5391 D39Z50P 0.0000 0.5100 -2.0983 0.0000 -0.5099 2.0984 0.0012 0.0528 0.0059 D40Z113P 0.0000 0.2388 -0.8655 -0.0000 -0.2385 0.8655 -0.0009 0.3754 0.0038 D41Z113P 0.0000 0.2388 -0.8655 -0.0000 -0.2385 0.8655 -0.0009 0.3731 0.0046 D42Z110P 0.0000 0.2373 -0.8655 0.0000 -0.2370 0.8655 0.0001 0.3494 0.0036 D43Z110P 0.0000 0.2373 -0.8655 0.0000 -0.2370 0.8655 0.0001 0.3451 0.0044 D44Z107P 0.0000 0.2450 -0.9179 0.0000 -0.2447 0.9179 0.0012 0.3242 0.0033 D45Z107P 0.0000 0.2450 -0.9179 0.0000 -0.2447 0.9179 0.0011 0.3179 0.0041 D46Z103P 0.0000 0.2434 -0.9179 0.0000 -0.2431 0.9179 0.0022 0.2997 0.0030 D47Z103P 0.0000 0.2434 -0.9179 0.0000 -0.2431 0.9179 0.0021 0.2916 0.0038 D48Z100P 0.0000 0.2327 -0.8655 0.0000 -0.2324 0.8655 0.0032 0.2762 0.0026 D49Z100P 0.0000 0.2327 -0.8655 0.0000 -0.2324 0.8655 0.0031 0.2662 0.0034
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
453 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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0.2131 0.2131 0.2131 0.4458 0.4760 1.1251 0.4824 0.4762 0.4512 0.2131 0.4458 0.4760 1.1251 0.4824 0.4762 0.4512 0.2124 0.3127 0.3127 0.2124 0.2009 0.2009 1.2725 1.2725 0.2019 0.2019 0.1995 0.1995 1.2761 1.2761 0.1976 0.1976 0.1846 0.1846 0.1176 0.1176 0.0856 0.0856 0.0856 0.0856 0.0344 0.0344 0.0320 0.0640 0.0320 0.0641 0.0321 1.0700 0.0321 0.0643 0.0322 0.0644 0.0322 0.0645
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17:07:07 03/17/10
-0.2129 -0.2129 -0.2129 -0.4455 -0.4758 -1.1248 -0.4820 -0.4758 -0.4508 -0.2129 -0.4455 -0.4758 -1.1248 -0.4820 -0.4758 -0.4508 -0.2120 -0.3123 -0.3123 -0.2120 -0.2004 -0.2004 -1.2721 -1.2721 -0.2014 -0.2014 -0.1990 -0.1990 -1.2757 -1.2757 -0.1971 -0.1971 -0.1840 -0.1840 -0.1171 -0.1171 -0.0851 -0.0851 -0.0851 -0.0851 -0.0337 -0.0338 -0.0314 -0.0634 -0.0315 -0.0635 -0.0315 -1.0694 -0.0315 -0.0637 -0.0316 -0.0638 -0.0316 -0.0639
0.7969 0.7969 0.7969 1.6624 1.7833 3.1557 1.7833 1.7309 1.6774 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.8119 1.3109 1.3109 0.8119 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7035 0.7035 0.3307 0.3307 0.2343 0.2343 0.2343 0.2343 0.1032 0.1032 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1928 0.0964 0.1928 0.0964 0.1928
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0.0022 0.0029 0.0019 0.0032 0.0028 0.0040 0.0035 0.0045 0.0039 0.0027 0.0024 0.0036 0.0032 0.0043 0.0037 0.0047 0.0012 -0.0007 -0.0005 0.0008 -0.0006 -0.0004 -0.0005 -0.0003 -0.0004 -0.0003 -0.0004 -0.0002 -0.0003 -0.0002 -0.0003 -0.0001 -0.0001 -0.0002 -0.0030 -0.0033 -0.0011 -0.0021 -0.0022 -0.0011 -0.0027 -0.0030 -0.0032 -0.0029 -0.0031 -0.0028 -0.0031 -0.0028 -0.0030 -0.0027 -0.0030 -0.0027 -0.0030 -0.0027
Helman O. Mozo
Page
Job
454 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
455 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
456 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
457 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------D127P 12.87 2467.61 13.52 -884.38 567.34 922.82 338.57 D128P 12.87 884.37 -567.34 499.12 1599.71 677.78 505.76 D129P 12.86 -157.79 -373.95 -744.22 -697.25 -449.72 -534.08 D130P 12.86 155.18 -134.97 -233.42 1637.18 -31.78 610.20 D131P 12.86 -292.66 69.90 -408.21 -1176.97 -215.23 -339.97 D132P 12.86 18.17 -777.27 -1755.38 4621.10 -429.05 949.34 D133P 12.86 1755.37 -4621.10 2243.24 -5739.87 716.65 -1856.93 D134P 12.86 -359.46 -490.48 -1474.31 -4071.90 -370.29 -921.28 D135P 12.86 -359.46 490.48 -719.33 -194.89 -185.80 50.91 D136P 12.86 719.33 194.89 521.56 701.00 149.64 108.04 D137P 12.86 -521.56 -701.00 -193.06 30.51 -142.28 -133.50 D138P 12.86 193.06 -30.51 -527.50 -450.73 -66.12 -95.15 D139P 12.86 527.49 450.73 280.20 1160.53 106.50 212.45
0.6400 0.5445 0.5568 0.5694 0.5821 0.5949 0.6078 0.6207 0.6336 0.2229 0.2023 0.1815 0.1571 0.1275 0.1057 0.2330 -0.0019 0.0017 0.0117 0.0201 0.0417 0.0572 0.0002 0.0130 0.0433 0.5385 0.5506 0.5631 0.5757 0.5885 0.6013 0.6142 0.6271 0.6400
-0.0108 -0.0105 -0.0106 -0.0107 -0.0107 -0.0108 -0.0108 -0.0108 -0.0108 -0.0140 -0.0145 -0.0149 -0.0153 -0.0157 -0.0147 -0.0061 -37.8869 -11.7972 -20.4482 -14.0058 -31.5548 -9.4456 37.8853 20.4423 31.5467 -0.0030 -0.0029 -0.0028 -0.0028 -0.0027 -0.0027 -0.0027 -0.0027 -0.0027
Helman O. Mozo
Page
Job
458 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
12.86 -280.20 -1160.53 180.36 -227.77 -18.42 12.86 -180.36 227.77 -638.82 -116.35 -171.68 12.86 638.82 116.35 443.45 253.00 125.43 14.09 53.58 -1499.82 -159.50 -1690.09 -63.81 53.28 44.89 1080.37 -1877.58 -96.88 -1731.86 14.09 -1736.22 1753.52 -53.59 1499.82 -1074.96 14.09 159.50 1690.09 885.72 2139.09 629.65 14.09 69.49 1408.83 565.93 1469.04 382.79 14.09 39.47 856.59 507.25 844.56 329.35 23.70 -152.66 -215.98 -320.72 -206.13 -333.19 23.70 33.54 -1059.94 -1404.03 -1251.29 -964.65 12.13 32.95 -73.59 -43.41 -35.70 -10.39 -0.00 71.94 -179.74 2.33 176.26 133.94 -0.00 -15.47 29.07 6.39 19.97 -16.38 53.28 44.89 -1080.36 584.65 130.87 297.45 12.86 1474.31 4071.90 2243.24 5739.87 520.12 12.86 408.20 1176.97 -18.18 777.28 115.24 12.86 233.42 -1637.18 292.65 -69.90 191.96 12.86 744.22 697.25 -155.19 134.97 279.33 12.86 -499.13 -1599.70 157.79 373.96 -197.18 14.09 -885.72 -2139.09 9.76 -1738.44 -527.69 14.09 -9.76 1738.44 490.65 1290.81 289.69 14.09 -490.66 -1290.81 -69.50 -1408.83 -337.44 14.09 -565.94 -1469.04 -106.93 -1279.59 -405.35 14.09 106.93 1279.59 397.10 991.49 303.63 14.09 -397.11 -991.49 -39.48 -856.58 -263.00 14.09 -507.25 -844.56 -223.76 -766.70 -440.37 14.09 223.75 766.70 -314.01 512.83 -54.37 23.70 108.50 356.66 -33.55 1059.94 52.76 23.70 66.39 -270.58 -108.51 -356.66 -29.65 23.70 320.71 206.13 -66.40 270.58 179.00 23.70 224.70 198.85 152.65 215.98 265.61 23.70 -26.72 73.31 -224.71 -198.85 -176.97 12.14 43.41 35.71 -47.99 -175.70 -4.55 12.14 48.00 175.71 177.97 -75.25 224.58 -0.00 -94.03 122.75 58.50 117.23 -64.09 -0.00 -40.42 103.42 20.17 81.99 -36.53 -0.00 -17.40 69.01 14.08 58.33 -5.99 -0.00 -28.27 48.39 13.10 38.40 -27.36 -0.00 -14.87 11.35 -7.95 3.03 -41.16 -0.00 13.19 0.77 -11.20 -0.94 3.58 -0.00 -8.39 -1.26 -5.17 -1.18 -24.47 -0.00 -2.34 -176.26 94.02 -122.75 165.36 -0.00 -58.51 -117.23 40.41 -103.42 -32.63 -0.00 -20.18 -81.99 17.39 -69.01 -5.03 -0.00 -14.09 -58.33 28.25 -48.39 25.55 -0.00 -13.11 -38.40 15.46 -29.07 4.24 -0.00 -6.40 -19.98 14.86 -11.35 15.26 -0.00 7.94 -3.03 -13.20 -0.77 -9.48 -0.00 11.19 0.94 8.38 1.26 35.30 -0.00 5.16 1.18 -0.01 -0.00 9.29 18.15 -2870.33 200.72 1052.31 608.25 -1059.67 18.15 -1052.31 -608.25 -931.35 1912.01 -971.80 18.15 602.77 119.59 1854.07 -155.77 1224.93
17:07:07 03/17/10
-256.17 23.35 42.80 -1921.64 929.37 1953.96 2306.74 1733.66 1024.79 -297.11 -1626.81 -108.62 -6.27 88.45 -448.63 1372.75 577.42 -622.90 394.67 -708.09 -2335.86 1824.85 -1626.29 -1655.80 1368.13 -1113.30 -970.64 770.80 997.10 -441.49 335.54 291.98 -88.36 -139.14 99.84 432.84 334.41 229.66 156.53 25.94 -0.30 -4.40 -539.31 -397.98 -272.34 -192.48 -121.68 -56.50 -6.85 3.96 2.12 471.53 638.72 -18.04
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
18.15 18.15 18.15 18.15 18.15 18.14 18.14 18.14 18.14 18.14 18.14 18.14 18.14 37.07 179.94 37.07 37.07 37.07 37.07 -4.11 -4.11 14.09 -0.01 -0.00 179.94 18.15 18.15 18.15 18.15 18.15 37.07 37.07 37.07 37.07 37.07 37.07 37.07 37.07 -4.11 -4.11 -4.11 -4.11 -4.11 14.09 14.10 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01
288.98 83.96 -396.62 -982.29 546.90 546.90 -1435.46 1225.88 -207.25 -1410.69 1367.62 -35.50 -1313.27 219.51 235.97 -1889.55 -232.29 -325.34 -253.21 -27.93 -171.58 -72.38 64.87 -17.09 235.98 -1067.21 -571.13 207.37 -1854.07 931.36 -239.75 -499.99 -174.90 -87.30 -283.37 -114.94 -195.03 34.11 76.81 154.05 221.78 66.38 131.73 -26.48 -31.65 -62.64 -48.25 18.07 -21.98 -6.16 52.68 5.58 -48.76 -38.40
548.04 -53.94 -744.70 -4622.95 -510.20 510.20 199.97 -705.83 -30.80 469.09 -1226.76 269.67 132.80 1803.98 694.38 -2169.71 -2264.71 -2039.90 -1341.56 -227.72 -188.22 113.13 190.12 -0.15 -694.38 4103.01 1238.33 -1916.88 155.77 -1912.01 3093.19 -2491.40 1830.08 2173.39 -1885.90 1492.31 1224.33 -995.98 442.49 -366.17 343.25 -32.01 29.38 -44.21 173.91 -39.05 9.34 -2.32 0.53 -0.05 -0.08 -0.02 75.53 -14.86
-207.37 571.13 982.29 -1669.56 1067.21 1435.46 -1225.88 207.25 1410.69 -1367.62 35.50 1313.27 -1088.96 232.28 1930.90 -219.52 239.74 87.29 195.03 -221.79 -1825.02 26.48 48.75 6.18 -669.22 -1669.57 396.62 -83.96 -288.98 -602.77 499.98 174.89 325.33 283.36 114.93 253.21 -34.12 -112.31 171.57 -76.82 -154.06 27.92 -66.39 31.65 -180.31 38.39 44.18 37.28 12.33 19.31 19.34 0.43 62.63 48.24
1916.89 33.15 1001.26 -1238.32 201.17 -396.84 4622.96 144.65 957.84 -5741.65 -475.28 -1857.58 -4103.01 325.93 -931.54 -199.96 341.43 53.43 705.83 -320.94 109.23 30.80 285.34 -134.40 -469.09 237.94 -98.84 1226.76 -366.34 223.61 -269.68 258.91 -276.13 -132.80 267.80 28.69 279.28 -278.40 47.76 2264.71 272.17 2451.02 -624.67 2047.66 65.88 -1803.98 -1266.71 -2386.60 -3093.19 4.49 -3227.65 -2173.39 -143.40 -2538.13 -1224.33 -35.05 -1545.71 -343.25 -175.77 -401.89 905.69 -1405.35 505.01 44.22 -45.62 156.38 -75.53 204.94 206.67 0.10 -19.67 -0.09 479.06 -204.70 -101.73 5741.65 -382.90 1377.35 744.70 -51.56 585.93 53.94 45.03 -679.77 -548.04 -1016.30 -186.02 -119.58 189.82 -1173.60 2491.40 156.77 3364.21 -1830.09 -195.84 -2603.30 2039.90 90.62 2331.32 1885.90 118.11 2445.35 -1492.31 -101.47 -2035.07 1341.56 83.29 1707.15 995.98 -138.05 1337.53 -834.11 -47.11 -1102.46 188.22 174.83 443.94 -442.49 54.37 -569.19 366.17 47.67 499.34 227.72 66.37 137.76 32.01 45.99 43.21 -173.90 5.13 -216.78 -87.43 -210.66 85.95 14.86 -43.73 -43.64 -3.51 -7.35 10.52 0.90 99.84 -2.57 -0.19 -17.42 0.61 0.07 23.72 0.02 0.05 129.89 -0.05 0.01 10.84 -0.02 39.05 25.00 206.67 -9.34 17.75 -43.64
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
460 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P -0.01 -44.19 3.51 D366P -0.01 -37.29 -0.90 D367P -0.01 -12.34 0.19 D368P -0.00 -6.19 -0.10 D369P -0.00 -19.32 -0.06 D370P -0.00 -19.35 -0.05 D371P -0.00 -0.44 -0.01 D489P 233.13 -1306.45 -361.42 D490P 233.13 -334.01 468.74 D491P 233.14 441.13 -84.10 D492P 233.14 338.13 -548.27 D493P 233.15 94.72 13.27 D494P 233.16 -367.60 735.74 D495P 233.17 -769.40 4362.16 D496P 233.18 504.92 455.82 D497P 233.18 504.93 -455.82 D498P 233.19 -1502.85 -239.04 D499P 233.20 1271.22 737.55 D500P -207.84 -212.96 -1.31 D501P -451.40 -1467.20 -536.40 D502P -691.53 1391.15 1273.78 D503P -746.32 -20.07 -317.41 D504P -1222.52 -1426.16 -216.31 D505P 197.87 3.99 -1694.73 D506P 133.89 229.16 -1064.87 D507P 197.87 -653.79 1193.82 D508P 197.87 -299.25 2290.07 D509P 197.86 -314.44 2026.97 D510P 197.85 -216.41 1304.26 D511P 12.67 -100.68 -264.31 D512P 12.68 59.77 -1406.59 D513P 24.34 369.51 71.28 D514P 0.00 -357.83 573.84 D515P 0.00 -15.04 50.47 D516P 133.89 229.17 1064.86 D517P 233.17 -912.66 -3959.65 D518P 233.16 -695.75 -1036.77 D519P 233.15 332.10 1672.35 D520P 233.14 -1869.62 53.26 D521P 233.13 643.65 1797.72 D522P 197.86 -131.56 -3151.75 D523P 197.86 -478.26 2458.50 D524P 197.86 -204.64 -1837.33 D525P 197.86 -59.29 -2192.02 D526P 197.86 -292.44 1886.73 D527P 197.85 -143.17 -1472.02 D528P 197.85 -87.56 -1319.23 D529P 197.85 -194.78 1151.08 D530P 12.68 48.37 536.98 D531P 12.67 155.19 -338.51 D532P 12.67 274.00 333.72 D533P 12.67 273.38 272.87 D534P 12.67 -313.80 -208.78 D535P 24.34 -210.78 -37.80
-18.08 21.97 17.08 6.15 -52.69 -5.59 -0.01 334.02 -643.65 1869.62 -332.10 695.76 769.40 -1384.30 912.65 1502.85 -1271.22 212.96 1467.20 -1391.15 20.07 1426.16 -1177.16 299.24 3062.13 -3.99 131.55 59.29 87.55 -274.01 -1860.98 210.77 164.63 6.24 -409.15 -1384.30 367.60 -94.71 -338.13 -441.12 478.25 204.64 314.44 292.44 143.16 216.40 194.77 -149.63 -59.78 -48.38 -155.20 100.67 -273.39 -203.29
2.32 -112.31 10.52 -0.53 -27.64 -2.57 0.15 8.55 0.61 0.05 -0.09 -0.08 0.08 -129.87 0.02 0.02 -44.98 -0.05 0.00 -0.81 -0.02 -468.74 -566.80 -483.88 -1797.72 -478.96 -651.07 -53.27 1152.09 -68.49 -1672.36 2.45 -902.02 1036.77 242.75 322.46 -4362.16 99.24 -895.64 5476.27 -385.99 1763.28 3959.65 286.25 891.61 239.04 345.81 -37.34 -737.56 -334.54 -117.77 -40.62 295.50 138.76 513.24 247.99 101.22 -1296.62 -376.89 -241.69 312.20 260.40 292.65 171.03 294.69 -30.68 -405.55 -301.70 -72.07 -2290.07 182.67 -2400.48 -409.16 3110.22 -1392.93 1694.73 -395.06 1734.86 3151.75 -101.02 3278.20 2192.02 -153.71 2541.56 1319.23 -77.62 1580.41 -333.72 -263.73 -420.93 -2469.54 -1267.81 -2728.29 37.80 576.72 108.41 312.22 -348.46 1598.11 40.03 -15.87 163.21 -245.45 -85.04 387.17 -5476.27 -321.36 -1320.17 -735.75 -96.96 -523.73 -13.27 86.62 605.38 548.26 -1046.98 285.26 84.09 117.00 1087.08 -2458.50 208.85 -3379.67 1837.33 -164.83 2587.85 -2026.97 66.14 -2327.89 -1886.73 140.45 -2457.08 1472.02 -89.93 2023.35 -1304.26 44.11 -1672.46 -1151.08 64.59 -1488.14 429.01 -207.48 951.86 1406.59 -8.03 1368.02 -536.98 75.18 -616.23 338.51 83.62 473.16 264.31 263.28 378.10 -272.87 -413.31 -339.02 207.86 -411.52 169.02
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P 24.34 203.28 -207.87 658.79 -150.80 856.77 -356.47 D537P 0.00 11.13 191.18 19.28 154.19 54.86 622.91 D538P 0.00 -67.17 136.52 30.16 118.96 -66.75 460.77 D539P 0.00 -10.64 101.24 11.54 83.48 1.62 333.16 D540P 0.00 -29.95 72.00 13.73 61.01 -29.27 239.91 D541P 0.00 -15.00 30.11 -7.90 20.58 -41.30 91.42 D542P 0.00 13.22 12.39 -11.22 4.75 3.59 30.92 D543P 0.00 -8.38 3.16 -5.18 1.83 -24.46 9.00 D544P 0.00 -164.64 -312.22 -11.14 -191.18 -317.05 -907.93 D545P 0.00 -19.30 -154.19 67.16 -136.51 86.32 -524.32 D546P 0.00 -30.17 -118.96 10.63 -101.24 -35.25 -397.15 D547P 0.00 -11.55 -83.48 29.94 -72.00 33.17 -280.42 D548P 0.00 -13.74 -61.01 15.02 -50.47 2.32 -201.07 D549P 0.00 -6.25 -40.03 14.99 -30.11 15.76 -126.50 D550P 0.00 7.89 -20.58 -13.23 -12.39 -9.63 -59.46 D551P 0.00 11.21 -4.75 8.37 -3.16 35.31 -14.27 D552P 0.00 5.17 -1.83 -0.01 0.00 9.30 -3.29 D670P 373.97 804.89 -699.54 -274.21 -410.76 309.31 -647.16 D671P 373.97 274.21 410.76 -142.98 -2073.04 64.29 -814.36 D672P 373.98 -512.74 -79.96 -1266.03 256.79 -886.86 88.17 D673P 373.99 -679.85 -657.49 -284.36 -1797.61 -391.66 -997.26 D674P 374.00 147.33 382.17 -1310.43 378.36 -357.17 233.55 D675P 374.02 -1929.95 -1171.07 -2619.19 -5490.20 -1123.54 -1645.19 D676P 374.02 2619.19 5490.19 2251.77 5748.22 872.99 2014.19 D677P 374.04 -346.56 466.37 -1426.14 4022.29 -357.96 906.39 D678P 374.05 -346.56 -466.37 -783.88 235.22 -194.70 -39.81 D679P 374.06 783.88 -235.22 558.95 -744.19 161.94 -118.11 D680P 374.07 -558.95 744.19 -219.57 -73.54 -155.00 133.53 D681P -488.24 219.57 -8.45 -513.32 537.44 -58.08 104.59 D682P -919.57 513.31 -578.46 239.57 -1312.69 99.27 -249.36 D683P -1344.84 -239.57 1272.25 205.78 275.88 -6.23 285.67 D684P -1399.63 -205.78 -281.09 -683.10 172.78 -186.29 -22.70 D685P -1399.62 683.10 -172.78 462.04 -358.95 132.71 -61.62 D686P 306.07 -155.09 1426.76 -85.21 1702.25 -144.76 1884.94 D687P 43.08 -219.61 -630.11 -2352.78 -30.52 -2430.86 -624.28 D688P 306.07 -51.69 -1086.60 155.08 -1426.76 62.10 -1509.52 D689P 306.06 85.21 -1702.24 852.18 -2187.87 564.69 -2343.44 D690P 306.05 66.48 -1398.73 562.90 -1477.21 379.15 -1732.50 D691P 306.04 73.71 -880.88 426.13 -776.18 301.11 -998.23 D692P 32.68 43.64 -174.16 -172.45 -210.09 -90.66 -270.47 D693P 32.69 61.91 -150.86 -1634.36 1692.98 -1106.80 1085.46 D694P -0.06 -274.58 -205.49 -142.00 -82.26 -414.02 -285.98 D695P 0.02 -423.95 -423.21 -11.77 164.61 -785.88 -466.41 D696P 0.01 -3.07 0.28 19.38 -0.10 29.42 0.32 D697P 43.08 -219.62 630.10 208.59 -935.80 -5.21 -144.44 D698P 374.03 1426.14 -4022.29 2251.77 -5748.22 514.57 -1366.98 D699P 374.01 1310.42 -378.36 1929.95 1171.07 957.44 234.22 D700P 374.00 284.36 1797.61 -147.33 -382.17 50.00 516.48 D701P 373.99 1266.03 -256.80 679.84 657.48 922.79 190.02 D702P 373.98 142.98 2073.04 512.73 79.95 378.79 1243.73 D703P 306.06 -852.18 2187.87 -31.74 1708.04 -532.48 2346.93 D704P 306.06 31.73 -1708.04 476.14 -1302.85 305.95 -1813.79 D705P 306.05 -476.15 1302.85 -66.49 1398.73 -326.89 1627.46 D706P 306.05 -562.91 1477.21 -108.27 1265.61 -404.33 1652.30
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
306.05 306.04 306.04 306.04 32.68 32.68 32.68 32.68 32.68 -0.06 -0.06 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00
108.27 -1265.61 -415.37 1011.29 -426.14 776.18 169.31 -670.52 -11.89 327.59 246.25 -295.78 172.44 210.09 37.43 -64.44 -50.72 337.61 142.00 82.26 -154.14 -215.16 -57.62 93.98 -21.20 -22.32 38.02 5.23 -6.05 -1.34 6.16 -0.08 60.33 -0.06 8.53 -0.08 11.76 -164.61 -63.19 35.83 -68.32 -8.55 -54.20 1.94 -27.25 -0.53 -19.39 0.10 -30.47 -0.07 -23.49 -0.07 -2.30 -0.04
415.36 -1011.29 -73.71 880.88 -169.32 670.52 478.56 -773.56 -61.92 150.86 11.88 -327.59 -246.26 295.78 -43.65 174.16 -37.44 64.44 154.15 215.15 -599.03 0.51 63.18 -35.83 68.31 8.55 54.19 -1.94 27.24 0.53 30.46 0.07 23.48 0.07 2.29 0.04 57.61 -93.98 21.19 22.32 -38.03 -5.23 6.04 1.34 3.06 -0.28 -6.17 0.08 -60.34 0.06 -8.54 0.08 -0.01 -0.00
17:07:07 03/17/10
315.44 -1371.63 -294.63 1139.86 -358.71 871.51 390.29 -869.93 -51.96 336.77 181.69 -438.78 -51.96 356.07 -4.38 77.23 -62.05 282.99 294.33 295.58 -748.54 -213.33 10.03 104.88 84.97 -24.85 166.30 5.92 38.21 -1.46 66.04 -0.02 151.16 0.02 19.51 -0.07 125.12 -466.41 -75.76 104.88 -191.82 -24.84 -86.86 5.93 -43.63 -1.46 -46.11 0.33 -163.78 -0.02 -57.77 0.02 -4.17 -0.07
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D188Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D263Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D272Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 15.0 15.0 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D205Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D280Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 15.0 15.0 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.8 14.8 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.8 14.8 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.8 14.8 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.8 14.8 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.6 14.6 D204Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.6 14.6 D279Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D303Z138P D104Z138P D195Z138P D270Z138P D103Z138P D128Z138P D203Z138P D278Z138P D302Z137P D102Z137P D194Z137P D269Z137P D101Z136P D127Z136P D202Z136P D277Z136P D301Z136P D100Z136P D193Z136P D268Z136P D99Z135P D126Z135P D201Z135P D276Z135P D300Z135P D98Z135P D192Z135P D267Z135P D97Z134P D125Z134P D200Z134P D275Z134P D299Z134P D96Z134P D191Z134P D266Z134P D95Z133P D124Z133P D199Z133P D274Z133P D298Z133P D94Z133P D190Z133P D265Z133P D93Z132P D123Z132P D198Z132P D273Z132P D297Z131P D92Z131P D189Z131P D264Z131P D84Z131P D85Z131P
138.10 138.09 138.09 138.09 137.54 137.54 137.53 137.53 136.99 136.99 136.98 136.98 136.43 136.43 136.42 136.42 135.88 135.88 135.87 135.87 135.32 135.32 135.32 135.31 134.77 134.77 134.76 134.76 134.21 134.21 134.21 134.21 133.66 133.66 133.65 133.65 133.10 133.10 133.10 133.10 132.55 132.55 132.54 132.54 132.00 132.00 131.99 131.99 131.44 131.44 131.43 131.43 130.89 130.89
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.57 0.57 0.57 0.57 0.56 0.57 0.57 0.56 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.55 0.54 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.53 0.54
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
14.5 14.5 14.5 14.5 14.4 14.4 14.4 14.4 14.2 14.2 14.2 14.2 14.1 14.1 14.1 14.1 13.9 13.9 13.9 13.9 13.8 13.8 13.8 13.8 13.6 13.7 13.7 13.6 13.5 13.5 13.5 13.5 13.3 13.4 13.4 13.3 13.2 13.2 13.2 13.2 13.0 13.1 13.1 13.0 12.9 13.0 13.0 12.9 12.7 12.8 12.8 12.7 12.6 12.7
14.5 14.5 14.5 14.5 14.4 14.4 14.4 14.4 14.2 14.2 14.2 14.2 14.1 14.1 14.1 14.1 13.9 13.9 13.9 13.9 13.8 13.8 13.8 13.8 13.6 13.7 13.7 13.6 13.5 13.5 13.5 13.5 13.3 13.4 13.4 13.3 13.2 13.2 13.2 13.2 13.0 13.1 13.1 13.0 12.9 13.0 13.0 12.9 12.7 12.8 12.8 12.7 12.6 12.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D185Z131P D260Z131P D87Z130P D88Z130P D187Z130P D262Z130P D86Z129P D89Z129P D186Z129P D261Z129P D82Z128P D83Z128P D259Z128P D184Z128P D81Z126P D80Z126P D258Z126P D183Z126P D79Z125P D78Z125P D257Z125P D182Z125P D77Z124P D76Z124P D256Z124P D181Z124P D75Z122P D74Z122P D255Z122P D180Z122P D73Z121P D72Z121P D254Z121P D179Z121P D71Z119P D70Z119P D253Z119P D178Z119P D68Z118P D67Z118P D252Z118P D177Z118P D66Z117P D69Z117P D251Z117P D176Z117P D65Z115P D58Z115P D250Z115P D175Z115P D41Z113P D40Z113P D238Z113P D163Z113P
130.88 130.88 129.89 129.89 129.89 129.89 128.90 128.90 128.89 128.89 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.63 123.63 122.23 122.23 122.21 122.21 120.81 120.81 120.79 120.79 119.39 119.39 119.37 119.37 117.96 117.96 117.95 117.95 116.95 116.95 116.94 116.94 114.92 114.92 114.90 114.90 113.26 113.26 113.24 113.24
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.54 0.53 0.52 0.53 0.53 0.52 0.52 0.51 0.52 0.51 0.51 0.50 0.50 0.51 0.49 0.49 0.49 0.49 0.48 0.48 0.48 0.48 0.47 0.46 0.46 0.47 0.45 0.45 0.45 0.45 0.44 0.44 0.44 0.44 0.43 0.43 0.43 0.43 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.39 0.39 0.39 0.39 0.37 0.38 0.38 0.37
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
12.7 12.6 12.4 12.5 12.5 12.4 12.2 12.2 12.2 12.2 12.0 11.9 11.9 12.0 11.7 11.6 11.6 11.7 11.3 11.3 11.3 11.3 11.0 11.0 11.0 11.0 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.1 10.1 10.1 9.8 9.8 9.8 9.8 9.6 9.6 9.6 9.6 9.2 9.2 9.2 9.2 8.8 8.9 8.9 8.8
12.7 12.6 12.4 12.5 12.5 12.4 12.2 12.2 12.2 12.2 12.0 11.9 11.9 12.0 11.7 11.6 11.6 11.7 11.3 11.3 11.3 11.3 11.0 11.0 11.0 11.0 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.1 10.1 10.1 9.8 9.8 9.8 9.8 9.6 9.6 9.6 9.6 9.2 9.2 9.2 9.2 8.8 8.9 8.9 8.8
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D57Z112P D64Z112P D246Z112P D171Z112P D43Z110P D42Z110P D239Z110P D164Z110P D63Z108P D56Z108P D249Z108P D174Z108P D45Z107P D44Z107P D240Z107P D165Z107P D55Z105P D62Z105P D245Z105P D170Z105P D47Z103P D46Z103P D241Z103P D166Z103P D61Z102P D54Z102P D248Z102P D173Z102P D49Z100P D48Z100P D242Z100P D167Z100P D53Z98P D60Z98P D244Z98P D169Z98P D51Z97P D50Z97P D243Z97P D168Z97P D59Z95P D52Z95P D247Z95P D172Z95P D1Z93P D27Z93P D137Z93P D287Z93P D213Z93P D138Z93P D131Z92P D109Z92P D281Z92P D206Z92P
111.60 111.60 111.58 111.58 109.94 109.94 109.92 109.92 108.28 108.28 108.26 108.26 106.62 106.62 106.60 106.60 104.96 104.96 104.94 104.94 103.30 103.30 103.28 103.28 101.64 101.64 101.62 101.62 99.98 99.98 99.96 99.96 98.32 98.32 98.31 98.30 96.66 96.66 96.65 96.64 95.00 95.00 94.99 94.99 93.34 93.34 93.33 93.33 93.32 93.32 91.63 91.63 91.61 91.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.35 0.33 0.34 0.34 0.33 0.32 0.32 0.32 0.32 0.30 0.31 0.31 0.30 0.29 0.30 0.30 0.29 0.28 0.29 0.29 0.28 0.27 0.28 0.28 0.27 0.25 0.26 0.27 0.25 0.24 0.25 0.25 0.24 0.23 0.24 0.24 0.23 0.22 0.23 0.22 0.23 0.23 0.22 0.21 0.22 0.22 0.21
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
8.5 8.6 8.6 8.5 8.2 8.3 8.3 8.2 7.8 8.0 8.0 7.8 7.5 7.7 7.7 7.5 7.2 7.4 7.4 7.2 6.9 7.1 7.1 6.9 6.6 6.8 6.8 6.6 6.3 6.5 6.5 6.3 6.0 6.3 6.3 6.0 5.7 6.0 6.0 5.7 5.5 5.8 5.8 5.5 5.2 5.5 5.2 5.5 5.5 5.2 4.9 5.3 5.3 5.0
8.5 8.6 8.6 8.5 8.2 8.3 8.3 8.2 7.8 8.0 8.0 7.8 7.5 7.7 7.7 7.5 7.2 7.4 7.4 7.2 6.9 7.1 7.1 6.9 6.6 6.8 6.8 6.6 6.3 6.5 6.5 6.3 6.0 6.3 6.3 6.0 5.7 6.0 6.0 5.7 5.5 5.8 5.8 5.5 5.2 5.5 5.2 5.5 5.5 5.2 4.9 5.3 5.3 5.0
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D25Z90P D26Z90P D225Z90P D150Z90P D132Z88P D111Z88P D282Z88P D207Z88P D24Z86P D23Z86P D224Z86P D149Z86P D133Z84P D113Z84P D283Z84P D208Z84P D21Z81P D22Z81P D223Z81P D148Z81P D134Z79P D115Z79P D284Z79P D209Z79P D19Z75P D20Z75P D147Z75P D222Z75P D135Z72P D117Z72P D210Z72P D285Z72P D17Z68P D16Z68P D145Z68P D220Z68P D119Z62P D136Z62P D211Z62P D286Z62P D15Z55P D18Z55P D146Z55P D221Z55P D28Z50P D39Z50P D162Z50P D237Z50P D12Z45P D37Z45P D160Z45P D235Z45P D11Z36P D36Z36P
89.60 89.60 89.58 89.58 87.88 87.87 87.86 87.86 85.88 85.88 85.86 85.86 83.78 83.78 83.76 83.76 81.33 81.33 81.31 81.31 78.60 78.60 78.58 78.58 75.36 75.36 75.34 75.34 71.99 71.99 71.97 71.97 67.96 67.96 67.94 67.94 62.41 62.41 62.39 62.39 55.29 55.29 55.27 55.27 50.36 50.36 50.34 50.34 44.58 44.58 44.56 44.56 36.33 36.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.20 0.21 0.21 0.20 0.19 0.20 0.20 0.19 0.18 0.19 0.19 0.18 0.17 0.18 0.18 0.17 0.16 0.17 0.17 0.16 0.15 0.16 0.16 0.15 0.13 0.14 0.13 0.14 0.12 0.13 0.12 0.13 0.11 0.10 0.11 0.11 0.11 0.10 0.10 0.11 0.07 0.07 0.07 0.07 0.06 0.05 0.05 0.06 0.04 0.04 0.04 0.04 0.03 0.03
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.7 5.0 5.0 4.7 4.5 4.8 4.8 4.5 4.2 4.5 4.5 4.2 4.0 4.3 4.3 4.0 3.7 4.0 4.0 3.7 3.5 3.7 3.7 3.5 3.1 3.4 3.1 3.4 2.8 3.1 2.8 3.0 2.7 2.5 2.5 2.7 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.4 1.2 1.2 1.4 1.0 0.9 0.9 1.0 0.7 0.6
4.7 5.0 5.0 4.7 4.5 4.8 4.8 4.5 4.2 4.5 4.5 4.2 4.0 4.3 4.3 4.0 3.7 4.0 4.0 3.7 3.5 3.7 3.7 3.5 3.1 3.4 3.1 3.4 2.8 3.1 2.8 3.0 2.7 2.5 2.5 2.7 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.4 1.2 1.2 1.4 1.0 0.9 0.9 1.0 0.7 0.6
Helman O. Mozo
Page
Job
467 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D234Z36P D10Z31P D35Z31P D158Z31P D233Z31P D8Z26P D33Z26P D156Z26P D231Z26P D5Z19P D31Z19P D154Z19P D229Z19P D9Z13P D34Z13P D157Z13P D232Z13P D122Z9P D121Z9P D152Z9P D227Z9P
36.31 36.31 31.33 31.32 31.31 31.31 26.29 26.29 26.28 26.27 18.74 18.74 18.73 18.73 13.34 13.34 13.34 13.33 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.6 0.7 0.5 0.4 0.4 0.5 0.3 0.3 0.2 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
0.6 0.7 0.5 0.4 0.4 0.5 0.3 0.3 0.2 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
Helman O. Mozo
Page
Job
468 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 19 "SERVICIO 1-5"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P -0.007717 -213.1 -0.01438 0.0000 0.0000 0.0000 -0.007717 -214.5 93.32 D1Z93P -0.007849 -0.2194 -0.01439 0.3697 0.0149 0.0085 1.317 -1.544 93.32 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.003989 -563.5 37.88 0.0000 0.0000 0.0000 -3.518 -570.5 46.47 D4Z13P 8.331e-005 -333.8 22.44 0.0000 0.0000 0.0000 8.331e-005 -340.5 35.78 D5Z19P -0.005294 -0.008188 -0.006998 0.0671 0.0395 0.5094 -6.346 -6.349 18.73 D6Z26P 0.001536 -304.1 20.43 0.0000 0.0000 0.0000 -2.531 -309.9 46.72 D7Z31P -0.0007745 -399.8 26.87 0.0000 0.0000 0.0000 -0.0007745 -405.3 58.19 D8Z26P 0.001516 -0.01188 -0.0101 0.1018 0.0679 0.6435 -5.831 -5.845 26.27 D9Z13P -0.0003688 -0.00274 -0.005397 0.0949 -0.0500 0.3690 -6.704 -6.706 13.33 D10Z31P -0.0007526 -0.02021 -0.0113 0.1616 -0.0068 0.6935 -5.495 -5.515 31.31 D11Z36P -0.004063 -0.02993 -0.01228 0.1339 0.0488 0.6544 -5.162 -5.188 36.31 D12Z45P 0.001744 -0.04181 -0.01426 0.1623 0.0460 0.5912 -4.601 -4.645 44.56 D13Z45P 0.001748 -469.2 31.53 0.0000 0.0000 0.0000 -2.381 -473.9 76.11 D14Z50P -0.002298 -367.2 24.67 0.0000 0.0000 0.0000 -0.002298 -371.4 75.03 D15Z55P -0.005355 -0.07222 -0.01482 0.2755 0.0319 0.5049 -3.888 -3.955 55.27 D16Z68P -0.0013 -0.1057 -0.01523 0.0942 -0.0009 -0.0048 3.03 -3.137 67.94 D17Z68P -0.007527 -0.1143 -0.01545 0.1822 0.0011 0.4189 -3.039 -3.146 67.94 D18Z55P -0.0003737 -0.06668 -0.0143 0.2318 -0.0102 0.0072 3.883 -3.95 55.27 D19Z75P -0.005374 -0.1324 -0.01565 0.2489 -0.0127 0.0052 2.528 -2.666 75.34 D20Z75P -0.005444 -0.1432 -0.01562 0.2401 0.0350 0.3577 -2.539 -2.677 75.34 D21Z81P -0.004754 -0.1581 -0.01537 0.2478 -0.0158 0.0043 2.128 -2.291 81.31 D22Z81P -0.007691 -0.1698 -0.01515 0.3021 0.0153 0.3104 -2.14 -2.302 81.31 D23Z86P -0.006799 -0.1921 -0.0148 0.3089 0.0110 0.2764 -1.833 -2.019 85.86 D24Z86P -0.006852 -0.1791 -0.01521 0.2857 -0.0037 0.0053 1.82 -2.006 85.86 D25Z90P -0.00627 -0.1985 -0.01478 0.2972 -0.0149 0.0062 1.57 -1.775 89.58 D26Z90P -0.008318 -0.212 -0.01425 0.3256 0.0135 0.2474 -1.585 -1.788 89.58 D27Z93P -0.007585 -0.2333 -0.01374 0.3607 0.0099 0.2174 -1.333 -1.558 93.32 D28Z50P -0.002328 -0.05739 -0.01459 0.1882 -0.0185 0.5508 -4.217 -4.272 50.34 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.003502 -563.5 37.88 0.0000 0.0000 0.0000 3.519 -570.5 46.47 D31Z19P 0.004948 -0.007236 -0.006463 0.0291 -0.0095 -0.0005 6.345 -6.348 18.73 D32Z26P -0.002354 -304.1 20.43 0.0000 0.0000 0.0000 2.53 -309.9 46.72 D33Z26P -0.002336 -0.01023 -0.009469 0.0528 -0.0305 0.0013 5.83 -5.843 26.28 D34Z13P 0.0005333 -0.002167 -0.004982 0.0654 0.0688 -0.0024 6.704 -6.705 13.34 D35Z31P -0.0007997 -0.01803 -0.01064 0.1092 0.0432 -0.0007 5.494 -5.512 31.31 D36Z36P 0.001699 -0.0272 -0.01162 0.0837 -0.0123 0.0005 5.16 -5.185 36.31 D37Z45P -0.005114 -0.03817 -0.01361 0.1147 -0.0156 0.0014 4.598 -4.641 44.56 D38Z45P -0.005118 -469.2 31.53 0.0000 0.0000 0.0000 2.378 -473.8 76.11 D39Z50P -0.002268 -0.05278 -0.014 0.1403 0.0421 -0.0017 4.212 -4.267 50.34 D40Z113P -0.002363 -0.3758 -0.01683 0.4521 0.0173 0.0998 -1.327 -1.701 113.2 D41Z113P -0.002289 -0.3734 -0.01756 0.4890 0.0141 0.0034 1.323 -1.698 113.2 D42Z110P -0.003279 -0.3499 -0.0165 0.4427 0.0164 0.1194 -1.328 -1.675 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
469 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D43Z110P -0.003184 D44Z107P -0.004194 D45Z107P -0.004138 D46Z103P -0.005115 D47Z103P -0.005054 D48Z100P -0.006077 D49Z100P -0.005903 D50Z97P -0.006946 D51Z97P -0.00678 D52Z95P -0.007416 D53Z98P -0.005974 D54Z102P -0.005736 D55Z105P -0.004365 D56Z108P -0.003871 D57Z112P -0.0026 D58Z115P -0.001969 D59Z95P -0.007179 D60Z98P -0.006889 D61Z102P -0.005343 D62Z105P -0.004888 D63Z108P -0.003531 D64Z112P -0.002944 D65Z115P -0.001711 D66Z117P -0.001414 D67Z118P -0.001258 D68Z118P -0.001438 D69Z117P -0.001603 D70Z119P -0.001008 D71Z119P -0.001023 D72Z121P -0.0009588 D73Z121P -0.0009149 D74Z122P -0.0008094 D75Z122P -0.0007844 D76Z124P -0.0007362 D77Z124P -0.0007157 D78Z125P -0.0006121 D79Z125P -0.0006001 D80Z126P -0.0005526 D81Z126P -0.0005397 D82Z128P -0.0004041 D83Z128P -0.0005075 D84Z131P 0.000281 D85Z131P 0.0002507 D86Z129P -0.0001836 D87Z130P -7.449e-005 D88Z130P 0.0001443 D89Z129P -0.0002477 D90Z141P -0.003891 D91Z141P -0.00389 D92Z131P 0.0001057 D93Z132P -0.0001594 D94Z133P -0.0003606 D95Z133P -0.0006281 D96Z134P -0.0008359
-0.3454 -0.3246 -0.3182 -0.3002 -0.2918 -0.2767 -0.2664 -0.2546 -0.2425 -0.2439 -0.2543 -0.2883 -0.3049 -0.3371 -0.3593 -0.389 -0.2308 -0.2655 -0.2789 -0.3123 -0.3317 -0.3628 -0.3875 -0.4044 -0.4128 -0.413 -0.4048 -0.4255 -0.426 -0.4385 -0.4392 -0.4515 -0.4526 -0.4647 -0.4661 -0.4781 -0.4797 -0.4915 -0.4934 -0.5073 -0.505 -0.5329 -0.537 -0.517 -0.5234 -0.5269 -0.5141 -0.6469 -0.6434 -0.5426 -0.5449 -0.5539 -0.5572 -0.5655
-0.01723 -0.01611 -0.01684 -0.01565 -0.01637 -0.0151 -0.0158 -0.01447 -0.01515 -0.01413 -0.01549 -0.0154 -0.01662 -0.01633 -0.01741 -0.01698 -0.0148 -0.0148 -0.01611 -0.0159 -0.01706 -0.01668 -0.0177 -0.01431 -0.01248 -0.01263 -0.01397 -0.01262 -0.01275 -0.01274 -0.01287 -0.01285 -0.01295 -0.01293 -0.01304 -0.01301 -0.01311 -0.01307 -0.01317 -0.01322 -0.01313 -0.0104 -0.01011 -0.0122 -0.01132 -0.01115 -0.01223 -0.01085 -0.01056 -0.01017 -0.01053 -0.01029 -0.01064 -0.01038
0.4765 0.4283 0.4623 0.4142 0.4480 0.3931 0.4257 0.3721 0.4039 0.3665 0.4122 0.4050 0.4554 0.4362 0.4850 0.4615 0.4037 0.3812 0.4385 0.4216 0.4697 0.4484 0.4801 0.4755 0.4847 0.4981 0.4621 0.5238 0.5344 0.5222 0.5365 0.5280 0.5403 0.5369 0.5488 0.5418 0.5521 0.5434 0.5547 0.5583 0.5437 0.5942 0.5793 0.5640 0.5391 0.5818 0.5356 0.6651 0.6202 0.5752 0.6291 0.5940 0.6449 0.6063
17:07:07 03/17/10
0.0159 0.0186 0.0133 0.0141 0.0174 0.0220 0.0089 0.0068 0.0229 0.0123 0.0148 0.0159 0.0160 0.0150 0.0157 0.0164 0.0182 0.0153 0.0154 0.0157 0.0174 0.0153 0.0201 -0.0034 0.0242 0.0102 0.0416 0.0021 0.0124 0.0043 0.0031 0.0047 0.0043 0.0037 0.0036 0.0043 0.0036 0.0011 0.0033 0.0069 0.0041 -0.0041 -0.0089 0.0168 0.0314 0.0153 0.0235 -0.0241 -0.0242 -0.0221 -0.0283 -0.0243 -0.0230 -0.0240
0.0042 0.1390 0.0051 0.1586 0.0059 0.1782 0.0068 0.1978 0.0076 0.2076 0.0072 0.1684 0.0055 0.1292 0.0038 0.0900 0.0080 0.1880 0.0063 0.1488 0.0047 0.1096 0.0030 0.0060 0.0820 0.0075 0.0836 0.0809 0.0066 0.0797 0.0057 0.0785 0.0048 0.0774 0.0038 0.0762 0.0029 0.0750 0.0020 0.0011 0.0739 0.0702 -0.0018 -0.0018 0.0721 -0.0019 0.0730 0.0702 -0.0018 -0.0018 0.0702 -0.0018 0.0702 -0.0018
1.322 -1.329 1.321 -1.33 1.32 -1.331 1.319 -1.332 1.318 -1.332 1.319 -1.331 1.321 -1.329 1.322 -1.327 1.318 -1.332 1.32 -1.33 1.321 -1.328 1.323 0.9003 -0.6913 0.6886 -0.9033 -0.691 0.689 -0.691 0.6891 -0.6908 0.6892 -0.6907 0.6893 -0.6906 0.6894 -0.6906 0.6895 0.6896 -0.6905 -0.3497 0.3503 0.5765 -0.4634 0.4635 -0.5769 -0.3539 0.3461 0.3501 -0.3502 0.3496 -0.3506 0.3492
-1.67 -1.65 -1.643 -1.625 -1.617 -1.602 -1.591 -1.58 -1.567 -1.569 -1.579 -1.613 -1.63 -1.662 -1.684 -1.714 -1.556 -1.591 -1.604 -1.637 -1.657 -1.688 -1.713 -1.306 -1.103 -1.103 -1.306 -1.116 -1.116 -1.128 -1.129 -1.141 -1.143 -1.155 -1.156 -1.168 -1.17 -1.182 -1.183 -1.197 -1.195 -0.8829 -0.887 -1.094 -0.9867 -0.9902 -1.091 -0.9969 -0.9934 -0.8926 -0.8949 -0.9039 -0.9072 -0.9155
109.9 106.6 106.6 103.3 103.3 99.96 99.96 96.65 96.64 94.99 98.3 101.6 104.9 108.3 111.6 114.9 94.99 98.31 101.6 104.9 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7
Helman O. Mozo
Page
Job
470 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P
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Helman O. Mozo
Page
Job
471 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
472 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
473 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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0.6373 0.6513 0.6561 0.6626 0.6665 0.6686 0.6652 0.6652 0.6363 0.6439 0.6544 0.6593 0.6649 0.6681 0.6670 0.6649 0.3429 0.3159 0.2934 0.2668 0.2662 0.1809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6263 0.6385 0.6518 0.6554 0.6625 0.6666 0.6695 0.6644 0.6650
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-0.2011 -0.2135 -0.2262 -0.2389 -0.2518 -0.2647 -0.2776 -0.2905 -0.1949 -0.2072 -0.2198 -0.2325 -0.2454 -0.2583 -0.2712 -0.2841 1.217 1.49 1.786 2.159 2.633 3.299 -0.2335 3.522 -0.00169 2.52 -0.02012 2.34 -0.05735 -3.52 -2.545 -2.425 -0.8888 -0.901 -0.9135 -0.9262 -0.9389 -0.9518 -0.9647 -0.9776 -0.9905
132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.63 87.87 83.78 78.6 71.99 62.41 93.33 46.48 1.543 46.73 17.31 76.12 40.91 -29.3 5.837 13.02 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-5": Joint Label
17:07:07 03/17/10
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D2Z0P 51.72 0.0 60.13 0.0 560.57 0.0 0.0 566.15 0.0 0.49 0.0 -1.2 0.0 -1.36 0.0 0.0 D29Z0P -48.68 0.0 54.10 0.0 516.09 0.0 0.0 521.19 0.0 0.61 0.0 1.0 0.0 -0.01 0.0 0.0 D153Z0P 21.85 0.0 28.19 0.0 -247.71 0.0 0.0 250.27 0.0 0.09 0.0 -0.5 0.0 -0.01 0.0 0.0 D228Z0P -23.62 0.0 32.31 0.0 -272.17 0.0 0.0 275.10 0.0 -0.05 0.0 0.7 0.0 -1.18 0.0 0.0
Helman O. Mozo
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Job
474 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.2131 -0.7969 -0.0000 -0.0000 0.7969 -0.0077 -213.1315 -0.0144 D1Z93P 0.0000 -0.4498 -1.6272 -0.0000 0.4496 1.6272 -0.0078 -0.2194 -0.0144 D2Z0P 0.0000 -0.6205 -2.4977 -51.7203 -59.5134 -558.0675 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.1321 -5.1195 0.0000 0.5686 5.1574 0.0040 -563.4990 37.8820 D4Z13P 0.0000 -0.5116 -2.6218 0.0000 0.1778 2.6442 0.0001 -333.8342 22.4438 D5Z19P -0.1987 -2.2577 -8.1856 0.1987 2.2576 8.1856 -0.0053 -0.0082 -0.0070 D6Z26P 0.0000 -0.6109 -3.1120 0.0000 0.3068 3.1325 0.0015 -304.0643 20.4311 D7Z31P 0.0000 -0.6109 -3.1120 -0.0000 0.2110 3.1389 -0.0008 -399.8346 26.8708 D8Z26P -0.2015 -1.7622 -5.5638 0.2015 1.7622 5.5638 0.0015 -0.0119 -0.0101 D9Z13P -0.0512 -0.8041 -3.8698 0.0512 0.8041 3.8698 -0.0004 -0.0027 -0.0054 D10Z31P -0.3223 -2.4523 -7.1120 0.3223 2.4523 7.1120 -0.0008 -0.0202 -0.0113 D11Z36P 0.0000 -1.5560 -5.6179 -0.0000 1.5560 5.6179 -0.0041 -0.0299 -0.0123 D12Z45P 0.0000 -0.9427 -4.2542 0.0000 0.9427 4.2542 0.0017 -0.0418 -0.0143 D13Z45P 0.0000 -0.9427 -4.2542 0.0000 0.4734 4.2857 0.0017 -469.2476 31.5309 D14Z50P 0.0000 -0.5100 -2.0983 -0.0000 0.1427 2.1230 -0.0023 -367.2285 24.6732 D15Z55P 0.0000 -1.4707 -5.5598 -0.0000 1.4707 5.5598 -0.0054 -0.0722 -0.0148 D16Z68P 0.0000 -3.5931 -5.6802 -0.0000 3.5930 5.6802 -0.0013 -0.1057 -0.0152 D17Z68P 0.0000 -3.5931 -5.6802 -0.0000 3.5930 5.6802 -0.0075 -0.1143 -0.0155 D18Z55P 0.0000 -3.4881 -5.9398 -0.0000 3.4880 5.9398 -0.0004 -0.0667 -0.0143 D19Z75P 0.0000 -0.9264 -3.1649 -0.0000 0.9262 3.1649 -0.0054 -0.1324 -0.0156 D20Z75P 0.0000 -3.0789 -3.5449 -0.0000 3.0787 3.5449 -0.0054 -0.1432 -0.0156 D21Z81P 0.0000 -0.7053 -2.3461 -0.0000 0.7051 2.3461 -0.0048 -0.1581 -0.0154 D22Z81P 0.0000 -0.7053 -2.3461 -0.0000 0.7051 2.3461 -0.0077 -0.1698 -0.0152 D23Z86P 0.0000 -0.5513 -1.8579 -0.0000 0.5511 1.8579 -0.0068 -0.1921 -0.0148 D24Z86P 0.0000 -0.5513 -1.8579 -0.0000 0.5511 1.8579 -0.0069 -0.1791 -0.0152 D25Z90P 0.0000 -0.4829 -1.6682 -0.0000 0.4827 1.6682 -0.0063 -0.1985 -0.0148 D26Z90P 0.0000 -0.4829 -1.6682 -0.0000 0.4827 1.6682 -0.0083 -0.2120 -0.0143 D27Z93P 0.0000 -0.4498 -1.6272 -0.0000 0.4496 1.6272 -0.0076 -0.2333 -0.0137 D28Z50P 0.0000 -0.5100 -2.0983 -0.0000 0.5099 2.0983 -0.0023 -0.0574 -0.0146 D29Z0P 0.0000 -0.6205 -2.4977 48.6771 -53.4812 -513.5880 0.0000 0.0000 0.0000 D30Z9P 0.0000 -1.1321 -5.1195 -0.0000 0.5686 5.1574 -0.0035 -563.4992 37.8823 D31Z19P 0.0000 -1.1225 -5.7338 0.0000 1.1225 5.7338 0.0049 -0.0072 -0.0065 D32Z26P 0.0000 -0.6109 -3.1120 -0.0000 0.3068 3.1325 -0.0024 -304.0631 20.4314 D33Z26P 0.0000 -0.6109 -3.1120 -0.0000 0.6109 3.1120 -0.0023 -0.0102 -0.0095 D34Z13P 0.0000 -0.5116 -2.6218 0.0000 0.5116 2.6218 0.0005 -0.0022 -0.0050 D35Z31P 0.0000 -0.6109 -3.1120 -0.0000 0.6108 3.1120 -0.0008 -0.0180 -0.0106 D36Z36P 0.0000 -1.0436 -5.2679 0.0000 1.0436 5.2679 0.0017 -0.0272 -0.0116 D37Z45P 0.0000 -0.9427 -4.2542 -0.0000 0.9427 4.2542 -0.0051 -0.0382 -0.0136 D38Z45P 0.0000 -0.9427 -4.2542 -0.0000 0.4735 4.2857 -0.0051 -469.2441 31.5312 D39Z50P 0.0000 -0.5100 -2.0983 -0.0000 0.5099 2.0983 -0.0023 -0.0528 -0.0140 D40Z113P 0.0000 -0.2388 -0.8655 -0.0000 0.2385 0.8654 -0.0024 -0.3758 -0.0168 D41Z113P 0.0000 -0.2388 -0.8655 -0.0000 0.2385 0.8654 -0.0023 -0.3734 -0.0176 D42Z110P 0.0000 -0.2373 -0.8655 -0.0000 0.2370 0.8654 -0.0033 -0.3499 -0.0165 D43Z110P 0.0000 -0.2373 -0.8655 -0.0000 0.2370 0.8654 -0.0032 -0.3454 -0.0172 D44Z107P 0.0000 -0.2450 -0.9179 -0.0000 0.2447 0.9179 -0.0042 -0.3246 -0.0161 D45Z107P 0.0000 -0.2450 -0.9179 -0.0000 0.2447 0.9179 -0.0041 -0.3182 -0.0168 D46Z103P 0.0000 -0.2434 -0.9179 -0.0000 0.2431 0.9179 -0.0051 -0.3002 -0.0156 D47Z103P 0.0000 -0.2434 -0.9179 -0.0000 0.2431 0.9179 -0.0051 -0.2918 -0.0164
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
475 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P
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-0.8655 -0.8655 -0.7969 -0.7969 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.8119 -1.3109 -1.3109 -0.8119 -0.9792 -0.9792 -2.1004 -2.1004 -0.9604 -0.9604 -0.9494 -0.9494 -2.0784 -2.0784 -0.9384 -0.9384 -0.7035 -0.7035 -0.3307 -0.3307 -0.2343 -0.2343 -0.2343 -0.2343 -0.1032 -0.1032 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1928 -0.0964 -0.1928
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17:07:07 03/17/10
0.2324 0.2324 0.2129 0.2129 0.2129 0.4455 0.4758 1.1248 0.4820 0.4758 0.4508 0.2129 0.4455 0.4758 1.1248 0.4820 0.4758 0.4508 0.2120 0.3123 0.3123 0.2120 0.2004 0.2004 1.2721 1.2721 0.2014 0.2014 0.1990 0.1990 1.2757 1.2757 0.1971 0.1971 0.1840 0.1840 0.1171 0.1171 0.0851 0.0851 0.0851 0.0851 0.0337 0.0338 0.0314 0.0634 0.0315 0.0635 0.0315 1.0694 0.0315 0.0637 0.0316 0.0638
0.8654 0.8654 0.7969 0.7969 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.8119 1.3109 1.3109 0.8119 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7034 0.7034 0.3307 0.3307 0.2342 0.2342 0.2342 0.2342 0.1032 0.1032 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1928 0.0964 0.1928
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Helman O. Mozo
Page
Job
476 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
478 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Page
Job
479 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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17:07:07 03/17/10
0.0317 0.0317 0.0338 0.0634 0.0635 1.0694 0.0637 0.0638 0.0639 1.0767 0.0661 0.2364 1.6342 1.6791 0.4001 0.5260 3.0296 0.2129 1.1321 0.5116 0.6109 0.6108 0.9427 0.5099 1.1321 0.6109 0.9427 0.0314 0.0315 0.0315 0.0315 0.0316 0.0316 0.0317 0.0317 0.0338
0.0964 -0.0017 0.0964 -0.0013 0.1032 -0.0009 0.1928 -0.0038 0.1928 -0.0034 1.2248 -0.0030 0.1928 -0.0027 0.1928 -0.0023 0.1928 -0.0019 1.2248 -0.0015 0.1996 -0.0011 0.8303 0.0055 1.2179 0.0054 1.4000 0.0050 1.3262 0.0046 1.8388 0.0047 3.8414 0.0023 0.7969 0.0000 5.1574 -563.5027 2.6100 175.4710 3.1325 -304.0531 3.0980 208.2839 4.2857 -469.2062 2.0889 140.4387 5.0816 563.5051 3.0916 304.0540 4.2226 469.2075 0.0964 0.0001 0.0964 -0.0004 0.0964 -0.0009 0.0964 -0.0013 0.0964 -0.0018 0.0964 -0.0023 0.0964 -0.0027 0.0964 -0.0032 0.1032 -0.0037
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------D127P -8.28 -2948.73 -49.11 997.49 -551.38 -1137.32 -350.01 D128P -8.28 -997.49 551.38 -1144.69 -1607.10 -1049.46 -517.20 D129P -8.28 128.31 376.70 1237.72 699.88 681.07 536.76 D130P -8.28 -343.30 135.51 -410.33 -1641.41 -306.13 -611.70 D131P -8.28 182.03 -70.20 597.71 1182.65 239.45 341.62 D132P -8.28 -410.61 778.80 981.22 -4631.26 140.93 -951.47 D133P -8.28 -981.22 4631.26 -1650.96 5748.35 -471.75 1860.27 D134P -8.28 534.45 491.69 1037.08 4076.92 317.34 922.54 D135P -8.28 534.45 -491.69 1442.39 194.47 340.48 -51.19 D136P -8.28 -1442.39 -194.48 -1230.71 -702.79 -322.36 -108.21 D137P -8.28 1230.71 702.79 208.49 -32.12 286.55 133.53
-0.6147 -0.6276 -0.6405 -0.5449 -0.5572 -0.5698 -0.5825 -0.5954 -0.6083 -0.6212 -0.6341 -0.2232 -0.2026 -0.1818 -0.1572 -0.1276 -0.1060 -0.2335 -0.0004 -0.0017 -0.0128 -0.0201 -0.0435 -0.0574 0.0020 -0.0118 -0.0418 -0.5388 -0.5510 -0.5635 -0.5762 -0.5889 -0.6018 -0.6147 -0.6276 -0.6405
-0.0027 -0.0027 -0.0027 -0.0029 -0.0029 -0.0028 -0.0028 -0.0027 -0.0027 -0.0027 -0.0027 0.0020 0.0028 0.0035 0.0043 0.0052 0.0051 -0.0061 37.8853 -11.7971 20.4424 -14.0058 31.5467 -9.4456 -37.8870 -20.4482 -31.5549 -0.0105 -0.0106 -0.0107 -0.0107 -0.0108 -0.0108 -0.0108 -0.0109 -0.0109
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P
-8.28 -8.28 -8.28 -8.28 -8.28 -12.90 -20.03 -12.90 -12.90 -12.90 -12.89 -25.22 -25.22 -10.48 0.00 0.00 -20.03 -8.28 -8.28 -8.28 -8.28 -8.28 -12.90 -12.90 -12.90 -12.90 -12.90 -12.89 -12.89 -12.89 -25.22 -25.22 -25.22 -25.22 -25.22 -10.48 -10.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -17.69
-208.49 -1419.60 1396.71 -57.96 -1330.04 -219.35 109.47 2051.06 228.17 321.59 257.84 103.73 -69.55 -12.62 -60.74 15.46 109.47 -1037.08 -597.70 410.34 -1237.72 1144.70 220.10 506.54 186.86 82.02 285.54 113.19 199.59 15.34 -30.61 -140.49 -253.51 -223.19 55.08 -66.70 -16.26 91.13 41.16 17.22 28.29 14.89 -13.19 8.37 6.49 57.42 20.46 14.01 13.12 6.41 -7.93 -11.20 -5.17 2434.83
32.12 1419.60 457.18 -457.18 -1396.71 -1182.47 1182.47 57.96 226.76 -226.76 1330.04 111.41 -111.41 -1112.80 -245.12 1774.09 -228.16 2266.45 -1102.24 2277.49 -21.23 -2119.09 219.36 -1774.09 -2266.45 -220.09 -3113.39 -2035.79 -82.01 -2184.36 -1304.50 -199.59 -1323.78 298.30 253.52 297.33 1400.32 1600.04 1620.82 93.36 66.69 39.11 153.79 -6.48 -232.62 -50.40 -6.39 -40.02 1102.23 -730.89 -22.32 -4076.92 -1650.96 -5748.35 -1182.66 410.61 -778.80 1641.41 -182.03 70.20 -699.88 343.30 -135.51 1607.10 -128.30 -376.71 3113.39 -506.53 2495.42 -2495.42 -186.85 -1817.69 1817.69 -321.58 2035.79 2184.36 -285.53 1896.54 -1896.54 -113.18 -1465.35 1465.35 -257.83 1304.50 1323.78 -15.33 1161.51 -1161.51 497.68 -535.96 -490.53 69.56 -1400.32 369.60 30.62 490.53 -297.33 140.50 -369.60 -273.38 -103.72 -298.30 -72.91 223.20 273.38 -39.11 16.25 177.56 -177.57 -151.70 64.95 -163.09 -57.41 -156.19 -141.88 -20.45 -119.00 -100.00 -14.00 -83.45 -72.30 -13.10 -61.02 -30.13 7.94 -20.58 -12.38 11.21 -4.75 -3.16 5.18 -1.83 232.62 -91.12 163.09 156.19 -41.15 141.88 119.00 -17.21 100.00 83.45 -28.28 72.30 61.02 -15.45 50.40 40.02 -14.88 30.13 20.58 13.20 12.38 4.75 -8.36 3.16 1.83 0.01 0.00 -130.66 -964.82 -639.69
17:07:07 03/17/10
239.46 -371.35 268.42 266.60 -283.10 -269.59 2255.63 1363.62 4.87 144.32 35.09 251.46 1077.27 53.74 -121.22 16.35 -293.61 -376.08 -55.28 83.31 -424.16 587.15 -172.55 192.58 -81.16 -122.60 103.83 -87.13 111.00 309.05 27.42 -77.34 -79.55 -230.10 195.87 -50.14 -166.93 60.80 37.36 5.81 27.39 41.18 -3.56 24.45 -152.64 29.35 5.86 -25.74 -4.21 -15.29 9.51 -35.28 -9.31 856.83
96.74 -216.20 260.04 -24.18 -41.32 2434.06 -1061.66 -2338.24 -3240.87 -2542.25 -1583.30 419.25 2126.50 131.65 -142.18 -163.08 510.25 -1374.64 -579.56 624.55 -396.17 710.77 3378.80 -2598.26 2321.37 2458.37 -2025.24 1668.58 1497.16 -1022.57 -1330.92 605.42 -469.43 -402.38 141.10 137.60 -111.92 -575.85 -470.53 -330.86 -240.45 -91.45 -30.91 -8.99 713.71 537.60 394.99 280.90 200.95 126.53 59.45 14.27 3.29 -449.02
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D309P -17.69 D310P -17.69 D311P -17.69 D312P -17.69 D313P -17.69 D314P -17.69 D315P -17.68 D316P -17.68 D317P -17.68 D318P -17.68 D319P -17.68 D320P -17.68 D321P -17.68 D322P -17.68 D323P -17.68 D324P -29.98 D325P -159.30 D326P -29.98 D327P -29.98 D328P -29.98 D329P -29.98 D330P 4.60 D331P 4.60 D332P -12.43 D333P 0.01 D334P 0.00 D335P -159.30 D336P -17.69 D337P -17.69 D338P -17.69 D339P -17.69 D340P -17.69 D341P -29.98 D342P -29.98 D343P -29.98 D344P -29.98 D345P -29.98 D346P -29.98 D347P -29.98 D348P -29.98 D349P 4.60 D350P 4.60 D351P 4.60 D352P 4.60 D353P 4.60 D354P -12.43 D355P -12.43 D356P 0.01 D357P 0.01 D358P 0.01 D359P 0.00 D360P 0.00 D361P 0.00 D362P 0.00
964.81 -674.35 -525.50 -187.99 1.03 1749.68 -371.03 -371.04 714.48 -518.62 192.09 520.81 -254.59 -201.78 621.91 -61.90 -85.89 1630.90 -157.90 -64.86 -33.94 -30.71 -60.19 108.17 -111.53 3.04 -85.90 1499.93 381.48 448.67 1411.88 -283.98 908.49 4.52 478.19 573.50 -111.33 392.13 529.73 -312.62 32.43 -231.53 -153.26 -16.12 -151.81 -2.39 71.41 34.41 23.07 -38.51 6.18 -6.15 -60.33 -8.53
639.69 -127.24 -548.73 53.24 744.09 4620.85 509.97 -509.97 -199.38 704.52 29.71 -465.64 1213.35 -275.10 -142.89 -1530.41 -717.39 1812.47 1689.08 1413.12 882.43 158.00 111.39 -105.91 -221.99 0.17 717.39 -4102.80 -1237.67 1915.05 -155.48 1897.51 -2116.94 1735.93 -1301.94 -1459.07 1272.29 -1010.71 -775.29 647.94 -326.60 260.44 -249.77 24.37 1.15 42.51 -175.30 46.23 -11.10 2.72 -0.55 -0.03 0.08 0.07
283.98 -1411.89 -448.67 -381.48 -1749.68 2253.19 -1499.93 -714.48 518.62 -192.09 -520.81 254.59 201.78 -621.91 419.79 157.91 -1525.54 61.91 -908.48 -573.49 -529.72 153.27 1487.97 2.40 -87.41 -19.39 510.28 2253.19 -1.03 187.98 525.49 674.35 -4.51 -478.18 64.86 111.33 -392.12 33.95 312.63 34.52 60.20 -32.42 231.54 30.72 16.13 -71.41 235.84 -64.41 -68.14 -54.24 -27.23 -30.46 -23.48 -2.29
-1897.52 611.78 -616.21 155.48 -1040.15 14.08 -1915.05 -395.71 -1000.79 1237.67 -174.88 396.43 -4620.86 -431.88 -957.47 5741.03 717.41 1857.09 4102.80 -377.80 931.45 199.38 -186.96 -53.49 -704.52 148.71 -109.01 -29.71 -141.50 134.36 465.64 -64.99 97.94 -1213.35 102.24 -221.38 275.10 -9.75 274.65 142.89 -172.63 -27.71 -295.78 120.72 -50.84 -1689.08 57.84 -1939.45 556.42 -1522.78 -152.12 1530.41 1016.70 2007.74 2116.94 -642.40 2292.78 1459.07 -384.54 1730.23 775.29 -339.56 998.63 249.77 86.27 287.02 -669.48 1004.98 -392.83 -42.52 109.88 -147.52 87.88 -358.81 -241.89 -0.07 -29.49 0.18 -434.14 200.52 133.83 -5741.03 525.09 -1377.24 -744.10 112.41 -585.56 -53.24 232.31 679.35 548.73 918.76 186.49 127.23 225.51 1169.65 -1735.93 544.56 -2321.00 1301.94 -285.34 1830.04 -1413.12 327.14 -1635.58 -1272.29 412.55 -1645.40 1010.71 -303.28 1375.30 -882.43 256.68 -1140.45 -647.94 507.44 -857.37 687.13 -167.53 804.26 -111.39 65.19 -308.29 326.60 -185.78 413.20 -260.44 55.10 -359.12 -158.00 10.27 -94.06 -24.37 -95.50 -16.34 175.29 -73.34 216.47 77.10 305.37 -97.59 -17.57 -54.12 51.70 4.19 -81.29 -12.47 -1.09 -167.28 2.95 0.19 -37.96 -0.65 -0.03 -66.03 -0.10 -0.08 -151.16 0.01 -0.04 -19.51 0.07
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P
0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 -228.46 -228.46 -228.47 -228.47 -228.48 -228.49 -228.49 -228.51 -228.51 -228.52 -228.53 212.51 456.07 696.20 750.99 1227.19 -196.41 -100.51 -196.41 -196.40 -196.40 -196.39 -14.17 -14.17 -22.68 -0.01 -0.00 -100.51 -228.50 -228.49 -228.48 -228.47 -228.46 -196.40 -196.40 -196.40 -196.39 -196.39 -196.39 -196.39 -196.39 -14.17 -14.17 -14.17 -14.17
87.42 64.42 68.15 54.25 27.24 19.40 30.47 23.49 2.30 819.33 225.30 -508.43 -576.14 -198.43 -27.06 1546.85 -330.51 -330.52 779.31 -561.18 212.09 529.69 -231.35 -220.30 669.37 162.01 -74.81 333.36 -88.23 -76.48 -80.82 149.60 -23.72 -349.18 346.65 15.05 -74.82 1351.20 499.43 330.14 1419.34 18.69 797.74 -18.67 508.00 543.43 -100.07 426.90 395.26 -44.28 -126.26 -81.09 -341.18 -274.91
-87.88 17.57 -4.19 1.09 -0.19 0.07 0.03 0.08 0.04 327.74 -487.02 88.58 548.87 -14.65 -736.36 -4374.04 -456.74 456.74 239.93 -743.63 3.24 542.07 -1301.68 326.71 209.70 1420.47 1043.07 -825.35 -1713.87 -1400.06 -856.33 181.98 1066.17 -51.59 -547.88 -29.14 -1043.07 3964.48 1045.58 -1682.30 -43.63 -1797.67 2177.31 -1701.47 1310.50 1476.64 -1269.78 998.16 840.05 -756.37 -403.11 239.48 -242.53 -198.34
-34.40 -23.06 38.52 -6.17 -3.03 6.16 60.34 8.54 0.01 -225.30 -18.69 -1419.34 -330.15 -499.43 -1546.85 1979.27 -1351.20 -779.31 561.18 -212.09 -529.69 231.35 220.30 -669.37 442.97 88.24 -2662.26 -162.00 -797.74 -543.42 -395.25 341.19 1665.26 -187.49 -160.49 -6.23 262.92 1979.28 27.05 198.42 576.14 508.43 18.68 -508.00 76.49 100.08 -426.90 80.83 44.29 -33.70 23.73 126.27 81.10 -149.59
-46.23 95.63 -241.88 11.10 74.60 51.70 -2.72 192.40 -12.46 0.55 86.72 2.95 -0.17 43.67 -0.65 0.03 46.10 0.18 -0.08 163.79 -0.10 -0.07 57.77 0.01 -0.00 4.17 0.07 487.02 346.24 474.90 1797.68 101.22 642.09 43.63 -961.15 65.92 1682.30 -368.14 906.30 -1045.57 -214.30 -325.58 4374.04 -388.72 898.43 -5485.23 631.96 -1767.01 -3964.48 -339.59 -892.77 -239.93 -191.15 37.34 743.63 161.66 118.61 38.70 -153.96 -140.35 -518.91 -62.80 -101.96 1324.51 100.35 246.12 -321.50 -2.04 -299.52 -164.42 -186.46 34.01 397.41 128.91 70.36 1713.87 150.75 1888.15 290.68 -2586.49 1260.37 -1420.47 102.92 -1348.84 -2177.31 -533.72 -2344.08 -1476.64 -373.43 -1732.95 -840.05 -286.79 -1021.91 242.53 345.45 298.80 2099.75 1155.44 2228.40 -34.40 -533.38 -85.46 -255.85 335.77 -1449.62 -19.98 15.90 -88.58 353.46 88.88 -325.84 5485.23 465.96 1322.10 736.36 155.56 526.51 14.65 192.87 -608.51 -548.86 946.32 -280.98 -88.58 304.50 -1089.64 1701.47 491.82 2336.61 -1310.50 -317.27 -1814.44 1400.06 352.10 1632.87 1269.78 387.65 1654.47 -998.15 -317.45 -1366.23 856.33 305.86 1117.16 756.37 264.79 961.69 -405.53 -46.98 -699.94 -1066.17 -72.17 -1034.18 403.11 31.79 452.30 -239.48 -183.06 -339.27 -181.98 -298.79 -267.70
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P
-14.17 -22.68 -22.67 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -373.59 -373.59 -373.60 -373.61 -373.63 -373.64 -373.65 -373.67 -373.67 -373.69 -373.70 488.62 919.95 1345.21 1400.00 1400.00 -299.17 -22.53 -299.17 -299.16 -299.15 -299.14 -32.20 -32.20 1.72 -0.02 -0.01 -22.53 -373.66 -373.63 -373.62 -373.61 -373.60 -299.16 -299.16
285.49 187.50 -171.54 -8.23 66.43 10.82 29.93 14.97 -13.21 8.40 160.50 20.38 29.89 11.63 13.73 6.24 -7.90 -11.20 -5.16 -1242.21 -361.21 441.67 438.87 -236.53 1444.45 -1806.13 523.29 523.29 -1509.81 1271.93 -222.29 -1461.01 1407.95 -37.28 -1442.33 -2.22 369.70 312.43 304.99 323.57 213.37 14.98 169.77 310.37 470.59 17.12 369.71 -993.20 -1459.84 365.13 -1710.89 507.67 182.75 463.84
208.34 34.41 206.00 -150.85 -98.06 -70.25 -48.09 -11.34 -0.77 1.26 255.85 115.23 81.94 58.36 38.39 19.98 3.03 -0.94 -1.18 768.47 -377.67 73.13 658.62 -380.13 1170.87 -5486.41 -466.59 466.59 232.77 -736.93 12.11 553.01 -1240.15 279.00 179.64 -1700.78 607.07 1444.33 2277.85 2025.52 1340.02 243.87 227.68 212.75 455.09 -0.30 -607.06 4022.27 374.81 -1790.87 253.13 -2082.59 -3163.93 2463.46
274.91 171.55 -632.52 -20.36 -29.88 -11.62 -13.72 7.91 11.21 5.17 8.24 -66.42 -10.81 -29.92 -15.04 -14.96 13.23 -8.39 0.01 361.22 -507.66 1710.89 -365.13 1459.84 1806.13 -1659.90 993.20 1509.81 -1271.92 222.29 1461.01 -1407.95 37.28 1442.33 -1197.37 -304.99 2758.03 2.23 -182.74 -76.49 -91.41 240.97 1971.12 170.87 50.42 -6.18 -367.49 -1659.90 -1444.44 236.53 -438.87 -441.66 -463.83 -173.32
198.34 394.45 286.25 -205.99 356.84 -170.53 140.48 -799.13 344.35 -115.23 -51.58 -479.90 -81.94 65.92 -324.65 -58.36 -1.44 -231.96 -38.39 29.24 -155.98 -3.03 41.28 -25.91 0.94 -3.61 0.29 1.18 24.47 4.40 150.85 304.35 733.52 98.06 -83.04 384.69 70.25 34.42 274.50 48.09 -32.99 191.99 29.14 -2.35 121.79 11.33 -15.73 56.47 0.77 9.60 6.86 -1.26 -35.33 -3.96 -0.00 -9.28 -2.13 377.67 -513.51 668.05 2082.59 -425.66 835.25 -253.13 1073.22 -89.74 1790.87 29.95 994.99 -374.81 375.67 -231.84 5486.41 802.82 1644.20 -5747.11 -621.20 -2013.31 -4022.27 306.22 -906.43 -232.77 350.17 40.27 736.93 -335.46 116.94 69.88 297.50 -132.81 -512.00 244.92 -98.84 1280.59 -378.29 241.77 -273.79 266.68 -279.36 -179.64 294.47 20.83 367.71 -305.92 63.43 -2277.85 -185.06 -2396.76 -37.45 2955.65 538.27 1700.78 188.98 1888.95 3163.93 73.65 3278.18 2191.49 148.84 2540.37 1225.15 73.47 1545.28 303.59 180.15 385.35 -1929.32 1506.91 -1197.74 83.97 478.28 294.89 -176.96 939.69 501.64 0.07 19.74 -0.42 981.09 1.05 176.73 5747.11 -371.19 1366.82 -1170.86 -858.13 -235.21 380.14 219.54 -514.76 -658.62 -1019.48 -192.29 -73.13 38.13 -1245.31 -2463.46 -169.33 -3389.99 1831.11 175.01 2587.09
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-299.16 -299.15 -299.15 -299.15 -299.14 -299.14 -32.20 -32.20 -32.20 -32.20 -32.20 1.72 1.72 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00
173.32 76.49 286.47 138.36 91.42 109.15 -97.32 -168.79 -240.96 -87.68 70.76 -170.87 193.90 85.84 46.37 -17.58 21.86 6.15 -52.68 -5.58 -50.41 37.17 44.36 37.25 12.35 6.19 19.32 19.35 0.44
-1831.11 -2191.49 1879.19 -1492.94 -1225.15 1018.43 -443.50 401.50 -303.59 72.06 -368.17 -83.96 213.79 -101.17 24.08 -5.63 1.36 0.16 0.05 0.03 176.96 -38.55 9.23 -2.13 0.53 -0.07 0.11 0.04 0.02
-323.56 -286.46 -138.35 -213.36 -109.14 -401.04 -169.76 97.32 168.79 -14.97 87.69 -193.91 654.55 -37.16 -44.35 -37.24 -12.34 -19.31 -19.33 -0.43 -85.83 -46.36 17.59 -21.84 -17.11 -6.14 52.69 5.59 0.01
-2025.52 -1879.19 1492.94 -1340.02 -1018.43 920.75 -227.68 443.50 -401.50 -243.87 -72.06 -213.78 -10.81 38.55 -9.23 2.13 -0.53 -0.11 -0.04 -0.01 101.17 -24.08 5.63 -1.36 0.30 -0.16 -0.05 -0.03 0.00
17:07:07 03/17/10
-90.50 -126.49 89.23 -45.19 -10.68 -175.84 -187.98 -50.30 -50.79 -72.25 111.53 -362.54 843.24 87.80 3.65 -98.87 17.17 -23.73 -129.88 -10.84 -245.72 -16.57 111.74 27.79 -8.59 0.10 129.87 44.98 0.81
-2323.27 -2452.21 2031.40 -1706.60 -1351.55 1168.18 -472.42 594.77 -496.29 -120.93 -309.87 -295.91 201.73 -112.95 26.79 -6.30 1.50 0.10 0.02 0.02 501.64 -112.95 26.79 -6.30 1.50 -0.42 0.10 0.02 0.03
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D91Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D90Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D108Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.1 15.1 D305Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 15.0 15.0 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D130Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D107Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 15.0 15.0 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.8 14.8 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.8 14.8 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D129Z139P D105Z139P D270Z138P D195Z138P D104Z138P D303Z138P D278Z138P D203Z138P D128Z138P D103Z138P D269Z137P D194Z137P D102Z137P D302Z137P D277Z136P D202Z136P D127Z136P D101Z136P D268Z136P D193Z136P D100Z136P D301Z136P D276Z135P D201Z135P D126Z135P D99Z135P D267Z135P D192Z135P D98Z135P D300Z135P D275Z134P D200Z134P D125Z134P D97Z134P D266Z134P D191Z134P D96Z134P D299Z134P D274Z133P D199Z133P D124Z133P D95Z133P D265Z133P D190Z133P D94Z133P D298Z133P D273Z132P D198Z132P D123Z132P D93Z132P D264Z131P D189Z131P D92Z131P D297Z131P
138.64 138.64 138.10 138.09 138.09 138.09 137.54 137.54 137.53 137.53 136.99 136.99 136.98 136.98 136.43 136.43 136.42 136.42 135.88 135.88 135.87 135.87 135.32 135.32 135.32 135.31 134.77 134.77 134.76 134.76 134.21 134.21 134.21 134.21 133.66 133.66 133.65 133.65 133.10 133.10 133.10 133.10 132.55 132.55 132.54 132.54 132.00 132.00 131.99 131.99 131.44 131.44 131.43 131.43
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.62 0.62 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.57 0.57 0.57 0.57 0.56 0.57 0.57 0.56 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.55 0.54 0.55 0.55 0.54 0.54 0.54 0.54 0.54
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
14.7 14.7 14.5 14.5 14.5 14.5 14.4 14.4 14.4 14.4 14.2 14.2 14.2 14.2 14.1 14.1 14.1 14.1 13.9 13.9 13.9 13.9 13.8 13.8 13.8 13.8 13.6 13.7 13.7 13.6 13.5 13.5 13.5 13.5 13.3 13.4 13.4 13.3 13.2 13.2 13.2 13.2 13.0 13.1 13.1 13.0 12.9 13.0 13.0 12.9 12.7 12.8 12.8 12.8
14.7 14.7 14.5 14.5 14.5 14.5 14.4 14.4 14.4 14.4 14.2 14.2 14.2 14.2 14.1 14.1 14.1 14.1 13.9 13.9 13.9 13.9 13.8 13.8 13.8 13.8 13.6 13.7 13.7 13.6 13.5 13.5 13.5 13.5 13.3 13.4 13.4 13.3 13.2 13.2 13.2 13.2 13.0 13.1 13.1 13.0 12.9 13.0 13.0 12.9 12.7 12.8 12.8 12.8
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D260Z131P D185Z131P D85Z131P D84Z131P D262Z130P D187Z130P D88Z130P D87Z130P D186Z129P D261Z129P D86Z129P D89Z129P D184Z128P D259Z128P D83Z128P D82Z128P D183Z126P D258Z126P D80Z126P D81Z126P D182Z125P D257Z125P D78Z125P D79Z125P D181Z124P D256Z124P D76Z124P D77Z124P D180Z122P D255Z122P D74Z122P D75Z122P D179Z121P D254Z121P D72Z121P D73Z121P D178Z119P D253Z119P D70Z119P D71Z119P D177Z118P D252Z118P D67Z118P D68Z118P D176Z117P D251Z117P D69Z117P D66Z117P D175Z115P D250Z115P D58Z115P D65Z115P D163Z113P D238Z113P
130.89 130.89 130.88 130.88 129.89 129.89 129.89 129.89 128.90 128.90 128.89 128.89 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.63 123.63 122.23 122.23 122.21 122.21 120.81 120.81 120.79 120.79 119.39 119.39 119.37 119.37 117.96 117.96 117.95 117.95 116.95 116.95 116.94 116.94 114.92 114.92 114.90 114.90 113.26 113.26
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.53 0.54 0.54 0.53 0.52 0.53 0.53 0.52 0.52 0.51 0.52 0.51 0.51 0.51 0.51 0.51 0.49 0.49 0.49 0.49 0.48 0.48 0.48 0.48 0.47 0.46 0.46 0.47 0.45 0.45 0.45 0.45 0.44 0.44 0.44 0.44 0.43 0.43 0.43 0.43 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.39 0.39 0.39 0.39 0.37 0.38
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
12.6 12.7 12.7 12.6 12.4 12.5 12.5 12.4 12.2 12.2 12.2 12.2 12.0 12.0 11.9 12.0 11.7 11.6 11.6 11.7 11.4 11.3 11.3 11.4 11.0 11.0 11.0 11.0 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.1 10.1 10.1 9.8 9.8 9.8 9.8 9.6 9.6 9.6 9.6 9.2 9.2 9.2 9.2 8.8 8.9
12.6 12.7 12.7 12.6 12.4 12.5 12.5 12.4 12.2 12.2 12.2 12.2 12.0 12.0 11.9 12.0 11.7 11.6 11.6 11.7 11.4 11.3 11.3 11.4 11.0 11.0 11.0 11.0 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.1 10.1 10.1 9.8 9.8 9.8 9.8 9.6 9.6 9.6 9.6 9.2 9.2 9.2 9.2 8.8 8.9
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D40Z113P D41Z113P D171Z112P D246Z112P D64Z112P D57Z112P D164Z110P D239Z110P D42Z110P D43Z110P D174Z108P D249Z108P D56Z108P D63Z108P D165Z107P D240Z107P D44Z107P D45Z107P D170Z105P D245Z105P D62Z105P D55Z105P D166Z103P D241Z103P D46Z103P D47Z103P D173Z102P D248Z102P D54Z102P D61Z102P D167Z100P D242Z100P D48Z100P D49Z100P D169Z98P D244Z98P D60Z98P D53Z98P D168Z97P D243Z97P D50Z97P D51Z97P D172Z95P D247Z95P D52Z95P D59Z95P D138Z93P D213Z93P D137Z93P D287Z93P D27Z93P D1Z93P D206Z92P D281Z92P
113.24 113.24 111.60 111.60 111.58 111.58 109.94 109.94 109.92 109.92 108.28 108.28 108.26 108.26 106.62 106.62 106.60 106.60 104.96 104.96 104.94 104.94 103.30 103.30 103.28 103.28 101.64 101.64 101.62 101.62 99.98 99.98 99.96 99.96 98.32 98.32 98.31 98.30 96.66 96.66 96.65 96.64 95.00 95.00 94.99 94.99 93.34 93.34 93.33 93.33 93.32 93.32 91.63 91.63
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.38 0.37 0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.35 0.33 0.34 0.34 0.33 0.32 0.32 0.32 0.32 0.30 0.31 0.31 0.30 0.29 0.30 0.30 0.29 0.28 0.29 0.29 0.28 0.27 0.28 0.28 0.27 0.25 0.27 0.27 0.25 0.24 0.25 0.25 0.24 0.23 0.24 0.24 0.23 0.22 0.23 0.22 0.23 0.23 0.22 0.21 0.22
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
8.9 8.8 8.5 8.6 8.6 8.5 8.2 8.3 8.3 8.2 7.8 8.0 8.0 7.8 7.5 7.7 7.7 7.5 7.2 7.4 7.4 7.2 6.9 7.1 7.1 6.9 6.6 6.8 6.8 6.6 6.3 6.5 6.5 6.3 6.0 6.3 6.3 6.0 5.7 6.0 6.0 5.7 5.5 5.8 5.8 5.5 5.2 5.5 5.2 5.5 5.5 5.2 4.9 5.3
8.9 8.8 8.5 8.6 8.6 8.5 8.2 8.3 8.3 8.2 7.8 8.0 8.0 7.8 7.5 7.7 7.7 7.5 7.2 7.4 7.4 7.2 6.9 7.1 7.1 6.9 6.6 6.8 6.8 6.6 6.3 6.5 6.5 6.3 6.0 6.3 6.3 6.0 5.7 6.0 6.0 5.7 5.5 5.8 5.8 5.5 5.2 5.5 5.2 5.5 5.5 5.2 4.9 5.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D109Z92P D131Z92P D150Z90P D225Z90P D26Z90P D25Z90P D207Z88P D282Z88P D111Z88P D132Z88P D149Z86P D224Z86P D23Z86P D24Z86P D208Z84P D283Z84P D113Z84P D133Z84P D148Z81P D223Z81P D22Z81P D21Z81P D209Z79P D284Z79P D115Z79P D134Z79P D147Z75P D222Z75P D20Z75P D19Z75P D210Z72P D285Z72P D117Z72P D135Z72P D220Z68P D145Z68P D16Z68P D17Z68P D286Z62P D211Z62P D136Z62P D119Z62P D221Z55P D146Z55P D18Z55P D15Z55P D237Z50P D162Z50P D39Z50P D28Z50P D235Z45P D160Z45P D37Z45P D12Z45P
91.61 91.61 89.60 89.60 89.58 89.58 87.88 87.87 87.86 87.86 85.88 85.88 85.86 85.86 83.78 83.78 83.76 83.76 81.33 81.33 81.31 81.31 78.60 78.60 78.58 78.58 75.36 75.36 75.34 75.34 71.99 71.99 71.97 71.97 67.96 67.96 67.94 67.94 62.41 62.41 62.39 62.39 55.29 55.29 55.27 55.27 50.36 50.36 50.34 50.34 44.58 44.58 44.56 44.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.22 0.21 0.20 0.21 0.21 0.20 0.19 0.20 0.20 0.19 0.18 0.19 0.19 0.18 0.17 0.18 0.18 0.17 0.16 0.17 0.17 0.16 0.15 0.16 0.16 0.15 0.13 0.14 0.14 0.13 0.12 0.13 0.13 0.12 0.11 0.10 0.11 0.11 0.11 0.10 0.10 0.11 0.07 0.07 0.07 0.07 0.06 0.05 0.05 0.06 0.04 0.04 0.04 0.04
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
5.3 5.0 4.7 5.0 5.0 4.7 4.5 4.8 4.8 4.5 4.2 4.5 4.5 4.2 4.0 4.3 4.3 4.0 3.7 4.0 4.0 3.7 3.5 3.7 3.7 3.5 3.1 3.4 3.4 3.1 2.8 3.0 3.1 2.8 2.7 2.5 2.5 2.7 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.4 1.3 1.3 1.4 1.0 0.9 0.9 1.0
5.3 5.0 4.7 5.0 5.0 4.7 4.5 4.8 4.8 4.5 4.2 4.5 4.5 4.2 4.0 4.3 4.3 4.0 3.7 4.0 4.0 3.7 3.5 3.7 3.7 3.5 3.1 3.4 3.4 3.1 2.8 3.0 3.1 2.8 2.7 2.5 2.5 2.7 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.4 1.3 1.3 1.4 1.0 0.9 0.9 1.0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D234Z36P D159Z36P D36Z36P D11Z36P 33Z31P D158Z31P D35Z31P D10Z31P D231Z26P D156Z26P D33Z26P D8Z26P D229Z19P D154Z19P D31Z19P D5Z19P D232Z13P D157Z13P D34Z13P D9Z13P D227Z9P D152Z9P D121Z9P D122Z9P
36.33 36.33 36.31 36.31 31.33 31.32 31.31 31.31 26.29 26.29 26.28 26.27 18.74 18.74 18.73 18.73 13.34 13.34 13.34 13.33 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.7 0.6 0.6 0.7 0.5 0.4 0.4 0.5 0.3 0.3 0.2 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
0.7 0.6 0.6 0.7 0.5 0.4 0.4 0.5 0.3 0.3 0.2 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 20 "SERVICIO 1-6"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P -0.2295 2.61e-014 -0.006087 0.0000 0.0000 0.0000 -0.2295 -1.325 93.33 D1Z93P -0.2294 0.00126 0.001925 0.0011 -0.3654 -0.0574 1.096 -1.324 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.002067 563.5 -37.89 0.0000 0.0000 0.0000 -3.52 556.5 -29.3 D4Z13P -0.001601 175.5 -11.8 0.0000 0.0000 0.0000 -0.001601 168.8 1.543 D5Z19P -0.008048 -0.005227 -0.006904 -0.0076 -0.0346 -0.0098 -6.348 -6.346 18.73 D6Z26P -0.01185 304.1 -20.45 0.0000 0.0000 0.0000 -2.545 298.2 5.837 D7Z31P -0.01997 208.3 -14.01 0.0000 0.0000 0.0000 -0.01997 202.8 17.31 D8Z26P -0.01193 0.00181 -0.009962 -0.0277 -0.0595 -0.0119 -5.845 -5.831 26.28 D9Z13P -0.002645 -0.0004199 -0.005324 0.0731 -0.0697 -0.0092 -6.706 -6.704 13.33 D10Z31P -0.02011 -0.0002273 -0.01115 0.0488 -0.1140 -0.0168 -5.514 -5.495 31.31 D11Z36P -0.02967 -0.003285 -0.01213 -0.0080 -0.0905 -0.0179 -5.188 -5.161 36.31 D12Z45P -0.04164 0.002791 -0.01406 -0.0109 -0.1231 -0.0211 -4.645 -4.6 44.56 D13Z45P -0.04162 469.2 -31.55 0.0000 0.0000 0.0000 -2.425 464.6 13.02 D14Z50P -0.05689 140.4 -9.446 0.0000 0.0000 0.0000 -0.05689 136.2 40.91 D15Z55P -0.07145 -0.003426 -0.01464 -0.0044 -0.2394 -0.0209 -3.955 -3.887 55.27 D16Z68P -0.1116 0.003066 0.005472 -0.0086 -0.1146 -0.0526 2.92 -3.028 67.96 D17Z68P -0.1126 -0.004392 -0.01534 0.0184 -0.1511 -0.0370 -3.144 -3.036 67.94 D18Z55P -0.07058 0.002374 0.006048 0.0038 -0.2402 -0.0322 3.813 -3.881 55.29 D19Z75P -0.1403 0.001322 0.004894 0.0093 -0.2588 -0.0482 2.394 -2.532 75.36 D20Z75P -0.1407 -0.001452 -0.01559 -0.0199 -0.2121 -0.0353 -2.674 -2.535 75.34 D21Z81P -0.1664 0.002257 0.004052 0.0091 -0.2607 -0.0534 1.966 -2.13 81.33 D22Z81P -0.1666 -0.003005 -0.01521 -0.0041 -0.2777 -0.0360 -2.299 -2.135 81.31 D23Z86P -0.1886 -0.001542 -0.01494 -0.0014 -0.2891 -0.0385 -2.015 -1.828 85.86 D24Z86P -0.1884 0.001324 0.003396 0.0015 -0.2940 -0.0556 1.638 -1.825 85.88 D25Z90P -0.2079 0.002075 0.002664 0.0068 -0.3121 -0.0573 1.369 -1.574 89.6 D26Z90P -0.2081 -0.002673 -0.01445 -0.0062 -0.3025 -0.0397 -1.785 -1.579 89.58 D27Z93P -0.2293 -0.001531 -0.01399 -0.0017 -0.3670 -0.0382 -1.554 -1.327 93.32 D28Z50P -0.05693 -0.0008266 -0.01439 0.0487 -0.1493 -0.0272 -4.272 -4.215 50.34 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0001476 -563.5 37.89 0.0000 0.0000 0.0000 3.522 -570.5 46.48 D31Z19P -0.005442 0.00271 0.003521 0.0072 -0.0339 -0.0137 6.335 -6.338 18.74 D32Z26P -0.01266 -304.1 20.44 0.0000 0.0000 0.0000 2.52 -309.9 46.73 D33Z26P -0.01268 -0.0007299 0.004797 0.0141 -0.0742 -0.0172 5.82 -5.834 26.29 D34Z13P -0.002854 0.0006655 0.002579 -0.0348 -0.0315 -0.0120 6.7 -6.702 13.34 D35Z31P -0.02007 0.0003082 0.005266 -0.0251 -0.0941 -0.0229 5.474 -5.494 31.33 D36Z36P -0.02852 0.00208 0.005645 0.0040 -0.0966 -0.0252 5.13 -5.156 36.33 D37Z45P -0.04327 -0.001219 0.006236 0.0079 -0.1271 -0.0301 4.56 -4.604 44.58 D38Z45P -0.04325 -469.2 31.55 0.0000 0.0000 0.0000 2.34 -473.8 76.12 D39Z50P -0.05698 0.0007689 0.006155 -0.0269 -0.1303 -0.0373 4.158 -4.214 50.36 D40Z113P -0.3766 -0.0003386 -0.01713 -0.0060 -0.4682 -0.0444 -1.702 -1.325 113.2 D41Z113P -0.3766 -6.461e-005 0.004139 0.0045 -0.4684 -0.0656 0.9484 -1.325 113.3 D42Z110P -0.3497 -0.0005909 -0.01681 -0.0032 -0.4569 -0.0434 -1.675 -1.326 109.9 D43Z110P -0.3497 0.0001591 0.003926 0.0043 -0.4568 -0.0642 0.9753 -1.325 109.9 D44Z107P -0.3237 -0.0007909 -0.01641 -0.0081 -0.4429 -0.0423 -1.649 -1.326 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
491 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
-0.3236 -0.2984 -0.2984 -0.2742 -0.2742 -0.2513 -0.2513 -0.2403 -0.2625 -0.2862 -0.3109 -0.3366 -0.363 -0.3902 -0.2402 -0.2626 -0.2861 -0.3109 -0.3366 -0.3631 -0.3901 -0.4064 -0.4147 -0.4147 -0.4064 -0.4275 -0.4275 -0.4406 -0.4406 -0.4538 -0.4538 -0.4672 -0.4672 -0.4807 -0.4807 -0.4943 -0.4943 -0.508 -0.508 -0.5367 -0.5367 -0.5174 -0.5269 -0.5269 -0.5174 -0.6479 -0.6479 -0.5425 -0.5484 -0.5544 -0.5605 -0.5666 -0.5727 -0.5789
0.0003953 -0.001017 0.0006381 -0.001279 0.0009093 -0.0015 0.001154 -0.001702 0.001332 -0.001303 0.0007104 -0.0008324 0.0001484 -0.0003547 0.001393 -0.001852 0.0008971 -0.001204 0.0003814 -0.0006458 -0.0001371 -0.0002554 1.402e-005 -0.0004587 -0.0002208 -0.0002252 -0.0005521 -0.0001503 -0.0004899 -0.0001589 -0.000536 -8.192e-005 -0.0005055 -9.105e-005 -0.0005368 -2.999e-005 -0.0005085 -0.0004756 -4.459e-005 0.0001815 -0.0006522 -0.0005279 1.222e-005 -0.0005156 2.88e-005 -0.0005221 0.0002173 -0.0006411 7.098e-005 -0.000503 -1.345e-006 -0.0004174 -7.583e-005 -0.0003182
0.003659 -0.01594 0.003333 -0.01538 0.002941 -0.01473 0.002474 -0.01439 0.002727 -0.01568 0.003511 -0.01663 0.004046 -0.01728 0.002222 -0.01508 0.003156 -0.0162 0.003807 -0.01699 0.004234 0.001002 -0.01255 -0.0006092 -0.01412 -0.01267 -0.000504 -0.0128 -0.0004254 -0.01289 -0.0003443 -0.01298 -0.0002871 -0.01305 -0.0002288 -0.01312 -0.0001878 -0.0001455 -0.01317 -0.01028 -0.003129 -0.001129 -0.01125 -0.002124 -0.01222 -0.01073 -0.00281 -0.003071 -0.01041 -0.00298 -0.01051 -0.002913 -0.01059 -0.002868
0.0067 -0.0008 0.0029 -0.0123 0.0092 0.0052 -0.0000 -0.0017 0.0040 -0.0035 0.0039 -0.0024 0.0036 -0.0020 0.0025 -0.0039 0.0040 -0.0036 0.0034 -0.0043 0.0079 0.0287 -0.0100 0.0186 -0.0267 0.0084 -0.0037 -0.0039 0.0003 -0.0007 0.0005 -0.0017 -0.0003 -0.0009 0.0008 -0.0011 -0.0024 0.0017 -0.0003 0.0020 0.0065 0.0106 -0.0134 0.0143 -0.0076 0.0038 -0.0051 -0.0067 0.0026 -0.0045 0.0032 -0.0051 0.0032 -0.0050
17:07:07 03/17/10
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P -0.5851 -0.0001501 D100Z136P -0.5913 -0.0002219 D101Z136P -0.5976 -0.0002246 D102Z137P -0.6039 -0.0001246 D103Z138P -0.6102 -0.0002991 D104Z138P -0.6165 -2.743e-005 D105Z139P -0.6228 -0.0003734 D106Z139P -0.6291 7.019e-005 D107Z140P -0.6353 -0.0004477 D108Z140P -0.6416 0.0001682 D109Z92P -0.2191 -0.001994 D111Z88P -0.1991 -0.00224 D113Z84P -0.1786 -0.002218 D115Z79P -0.154 -0.002146 D117Z72P -0.1285 -0.003726 D119Z62P -0.1047 -0.001142 D121Z9P -0.0001623 -0.00167 D122Z9P 0.002053 0.003879 D123Z132P -0.5484 -0.0005604 D124Z133P -0.5605 -0.0004631 D125Z134P -0.5727 -0.0003671 D126Z135P -0.5851 -0.0002703 D127Z136P -0.5976 -0.0001732 D128Z138P -0.6102 -7.606e-005 D129Z139P -0.6228 2.132e-005 D130Z140P -0.6353 0.0001192 D131Z92P -0.2191 0.00158 D132Z88P -0.1987 0.001795 D133Z84P -0.178 0.001688 D134Z79P -0.1546 0.001933 D135Z72P -0.1254 0.00256 D136Z62P -0.1047 0.0009422 D137Z93P -213.1 0.001361 D138Z93P -0.2262 0.00146 D139Z9P -563.5 -0.001674 D140Z13P -684.8 -3.461e-005 D141Z26P -304.1 -0.0007489 D142Z31P -816.4 0.0002441 D143Z45P -469.2 -0.001225 D144Z50P -648.1 0.000691 D145Z68P -0.1083 -0.0008611 D146Z55P -0.06802 -0.0007488 D147Z75P -0.1371 0.001136 D148Z81P -0.163 0.0003231 D149Z86P -0.1853 0.001312 D150Z90P -0.2047 0.0006095 D151Z9P -563.5 0.001493 D152Z9P -0.0004803 0.001489 D153Z0P 0 0 D154Z19P -0.005305 -0.002611 D155Z26P -304.1 0.001022 D156Z26P -0.0121 0.001004 D157Z13P -0.003074 -0.0007385 D158Z31P -0.01923 0.0001797
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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Helman O. Mozo
Page
Job
494 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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17:07:07 03/17/10
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0.0585 -1.551 0.0000 3.522 0.0000 -0.001677 0.0000 2.521 0.0000 -0.01911 0.0000 2.342 0.0000 -0.05467 0.0538 -3.141 0.0328 -3.952 0.0493 -2.671 0.0538 -2.296 0.0568 -2.012 0.0589 -1.781 0.0000 -3.521 0.0067 -7.021 0.0000 -7.6 0.0141 -6.348 0.0000 -2.544 0.0176 -5.844 0.0122 -6.706 0.0234 -5.514 0.0258 -5.187 0.0308 -4.643 0.0000 -2.423 0.0381 -4.269 0.0682 -1.701 0.0666 -1.674 0.0650 -1.647 0.0634 -1.622 0.0617 -1.597 0.0601 -1.574 0.0609 -1.585 0.0642 -1.634 0.0674 -1.687 0.0593 -1.562 0.0625 -1.609 0.0658 -1.661 0.0691 -1.715 0.0741 -1.308 0.0763 -1.105 0.0755 -1.118 0.0747 -1.131 0.0739 -1.144 0.0731 -1.158 0.0722 -1.171 0.0714 -1.185 0.0706 -1.198 0.0731 -0.8875 0.0717 -1.095 0.0731 -0.991 0.0731 -0.9971 0.0731 -0.8933 0.0731 -0.905 0.0731 -0.9169
1.323 570.5 -168.8 309.9 -202.8 473.8 -136.2 3.033 3.885 2.532 2.132 1.825 1.576 -556.5 7.019 7.6 6.346 -298.2 5.831 6.704 5.494 5.161 4.599 -464.6 4.214 1.325 1.324 1.324 1.324 1.324 1.324 1.324 1.324 1.325 1.324 1.324 1.325 1.325 0.9016 0.6898 0.6898 0.6899 0.6899 0.6899 0.6899 0.69 0.6901 0.3502 0.5768 0.4636 0.3495 0.3501 0.35 0.35
93.32 46.48 1.543 46.73 17.31 76.12 40.91 67.94 55.27 75.34 81.31 85.86 89.58 -29.3 8.586 0 18.73 5.837 26.28 13.33 31.31 36.31 44.56 13.02 50.34 113.2 109.9 106.6 103.3 99.96 96.65 98.3 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7
Helman O. Mozo
Page
Job
495 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.5791 -0.0001077 -0.5914 -0.0001838 -0.6037 -0.0002593 -0.6162 -0.0003348 -0.6286 -0.0004098 -0.6409 -0.0004844 -0.5491 8.231e-005 -0.5609 6.45e-006 -0.573 -7.003e-005 -0.5852 -0.0001459 -0.5975 -0.0002216 -0.6099 -0.0002971 -0.6224 -0.0003724 -0.6348 -0.0004472 -0.2159 -0.001388 -0.1959 -0.0009505 -0.1752 -0.0009384 -0.1513 -0.0006238 -0.1223 0.0002143 -0.1026 -0.0009284 -213.1 -0.001672 -563.5 -0.003705 -333.8 3.402e-005 -304.1 -0.002097 -399.8 -0.0002652 -469.2 -0.004059 -367.2 -0.0007969 -563.5 0.003882 -304.1 0.001824 -469.2 0.002795 -0.5425 7.862e-005 -0.5544 8.606e-006 -0.5666 -5.894e-005 -0.5789 -0.0001271 -0.5913 -0.0001978 -0.6039 -0.0002687 -0.6165 -0.0003398 -0.6291 -0.0004112 -0.6416 -0.0004852
-0.01058 0.0039 -0.6300 0.0731 -0.01062 0.0039 -0.6368 0.0731 -0.01065 0.0039 -0.6408 0.0731 -0.01067 0.0039 -0.6434 0.0731 -0.01068 0.0039 -0.6390 0.0731 -0.01068 0.0039 -0.6394 0.0731 -0.01036 0.0025 -0.6045 0.0731 -0.01047 0.0043 -0.6192 0.0731 -0.01054 0.0038 -0.6282 0.0731 -0.0106 0.0039 -0.6341 0.0731 -0.01064 0.0039 -0.6391 0.0731 -0.01066 0.0039 -0.6419 0.0731 -0.01068 0.0039 -0.6412 0.0731 -0.01068 0.0039 -0.6396 0.0731 -0.01442 0.0324 -0.3241 0.0579 -0.01484 -0.0193 -0.3106 0.0589 -0.01523 0.0334 -0.2734 0.0542 -0.01554 -0.0175 -0.2544 0.0543 -0.01572 0.0422 -0.2378 0.0455 -0.0145 -0.0060 -0.1589 0.0455 -0.01438 0.0000 0.0000 0.0000 37.88 0.0000 0.0000 0.0000 22.44 0.0000 0.0000 0.0000 20.43 0.0000 0.0000 0.0000 26.87 0.0000 0.0000 0.0000 31.53 0.0000 0.0000 0.0000 24.67 0.0000 0.0000 0.0000 37.88 0.0000 0.0000 0.0000 20.43 0.0000 0.0000 0.0000 31.53 0.0000 0.0000 0.0000 -0.01034 0.0074 -0.6050 -0.0395 -0.01046 0.0041 -0.6213 -0.0395 -0.01055 0.0042 -0.6341 -0.0395 -0.01062 0.0041 -0.6395 -0.0395 -0.01067 0.0040 -0.6458 -0.0395 -0.0107 0.0040 -0.6497 -0.0395 -0.01072 0.0040 -0.6517 -0.0395 -0.01073 0.0039 -0.6485 -0.0395 -0.01073 0.0039 -0.6483 -0.0395
17:07:07 03/17/10
-0.9291 -0.9414 -0.9537 -0.9662 -0.9786 -0.9909 -0.8991 -0.9109 -0.923 -0.9352 -0.9475 -0.9599 -0.9724 -0.9848 -1.656 -1.888 -2.143 -2.467 -2.883 -3.507 -214.5 -570.5 -340.5 -309.9 -405.3 -473.8 -371.4 -570.5 -309.9 -473.9 -0.8925 -0.9044 -0.9166 -0.9289 -0.9413 -0.9539 -0.9665 -0.9791 -0.9916
0.3499 0.3498 0.3497 0.3497 0.3496 0.3495 0.3501 0.35 0.3499 0.3499 0.3498 0.3497 0.3496 0.3496 1.438 1.691 1.967 2.315 2.761 3.404 -0.001672 3.519 3.402e-005 2.531 -0.0002652 2.379 -0.0007969 -3.519 -2.531 -2.38 -0.3499 -0.35 -0.3501 -0.3501 -0.3502 -0.3503 -0.3503 -0.3504 -0.3505
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.61 87.86 83.76 78.58 71.97 62.39 93.32 46.47 35.78 46.72 58.19 76.11 75.03 46.47 46.72 76.11 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-6": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D2Z0P 59.01 0.0 51.40 0.0 553.14 0.0 0.0 558.65 0.0 1.08 0.0 -0.6 0.0 0.00 0.0 0.0 D29Z0P 32.15 0.0 -23.93 0.0 -274.95 0.0 0.0 277.86 0.0 -0.58 0.0 -0.1 0.0 0.01 0.0 0.0 D153Z0P 31.23 0.0 23.11 0.0 -262.15 0.0 0.0 265.01 0.0 0.55 0.0 -0.0 0.0 0.00 0.0 0.0 D228Z0P 58.28 0.0 -50.58 0.0 540.73 0.0 0.0 546.20 0.0 -1.05 0.0 -0.5 0.0 -0.01 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-6":
Helman O. Mozo
Page
Job
496 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P -0.2131 0.0000 -0.7969 0.2129 -0.0000 0.7969 -0.2295 0.0000 -0.0061 D1Z93P -0.4498 0.0000 -1.6272 0.4496 0.0000 1.6272 -0.2294 0.0013 0.0019 D2Z0P -0.6205 0.0000 -2.4977 -58.3891 -51.3976 -550.6418 0.0000 0.0000 0.0000 D3Z9P -1.1321 0.0000 -5.1195 1.1321 0.5635 5.0816 0.0021 563.5050 -37.8870 D4Z13P -0.5116 0.0000 -2.6218 0.5116 0.1755 2.6100 -0.0016 175.4710 -11.7971 D5Z19P -2.9671 0.0000 -8.1856 2.9671 -0.0000 8.1856 -0.0080 -0.0052 -0.0069 D6Z26P -0.6109 0.0000 -3.1120 0.6109 0.3041 3.0916 -0.0118 304.0541 -20.4480 D7Z31P -0.6109 0.0000 -3.1120 0.6108 0.2083 3.0980 -0.0200 208.2839 -14.0057 D8Z26P -2.4818 0.0000 -5.5638 2.4818 0.0000 5.5638 -0.0119 0.0018 -0.0100 D9Z13P -0.9870 0.0000 -3.8698 0.9870 -0.0000 3.8698 -0.0026 -0.0004 -0.0053 D10Z31P -3.6031 0.0000 -7.1120 3.6031 -0.0000 7.1120 -0.0201 -0.0002 -0.0111 D11Z36P -1.5560 0.0000 -5.6179 1.5560 -0.0000 5.6179 -0.0297 -0.0033 -0.0121 D12Z45P -0.9427 0.0000 -4.2542 0.9427 0.0000 4.2542 -0.0416 0.0028 -0.0141 D13Z45P -0.9427 0.0000 -4.2542 0.9427 0.4692 4.2226 -0.0416 469.2081 -31.5547 D14Z50P -0.5100 0.0000 -2.0983 0.5099 0.1404 2.0889 -0.0569 140.4387 -9.4456 D15Z55P -1.4707 0.0000 -5.5598 1.4707 -0.0000 5.5598 -0.0714 -0.0034 -0.0146 D16Z68P -3.5931 0.0000 -5.6802 3.5930 0.0000 5.6802 -0.1116 0.0031 0.0055 D17Z68P -3.5931 0.0000 -5.6802 3.5930 -0.0000 5.6802 -0.1126 -0.0044 -0.0153 D18Z55P -3.4881 0.0000 -5.9398 3.4880 0.0000 5.9398 -0.0706 0.0024 0.0060 D19Z75P -0.9264 0.0000 -3.1649 0.9262 0.0000 3.1649 -0.1403 0.0013 0.0049 D20Z75P -3.0789 0.0000 -3.5449 3.0787 -0.0000 3.5449 -0.1407 -0.0015 -0.0156 D21Z81P -0.7053 0.0000 -2.3461 0.7051 0.0000 2.3461 -0.1664 0.0023 0.0041 D22Z81P -0.7053 0.0000 -2.3461 0.7051 -0.0000 2.3461 -0.1666 -0.0030 -0.0152 D23Z86P -0.5513 0.0000 -1.8579 0.5511 -0.0000 1.8579 -0.1886 -0.0015 -0.0149 D24Z86P -0.5513 0.0000 -1.8579 0.5511 0.0000 1.8579 -0.1884 0.0013 0.0034 D25Z90P -0.4829 0.0000 -1.6682 0.4827 0.0000 1.6682 -0.2079 0.0021 0.0027 D26Z90P -0.4829 0.0000 -1.6682 0.4827 -0.0000 1.6682 -0.2081 -0.0027 -0.0144 D27Z93P -0.4498 0.0000 -1.6272 0.4496 -0.0000 1.6272 -0.2293 -0.0015 -0.0140 D28Z50P -0.5100 0.0000 -2.0983 0.5099 -0.0000 2.0983 -0.0569 -0.0008 -0.0144 D29Z0P -0.6205 0.0000 -2.4977 -31.5257 23.9261 277.4495 0.0000 0.0000 0.0000 D30Z9P -1.1321 0.0000 -5.1195 1.1321 -0.5635 5.1574 -0.0001 -563.5028 37.8854 D31Z19P -1.1225 0.0000 -5.7338 1.1225 0.0000 5.7338 -0.0054 0.0027 0.0035 D32Z26P -0.6109 0.0000 -3.1120 0.6109 -0.3041 3.1325 -0.0127 -304.0532 20.4424 D33Z26P -0.6109 0.0000 -3.1120 0.6109 -0.0000 3.1120 -0.0127 -0.0007 0.0048 D34Z13P -0.5116 0.0000 -2.6218 0.5116 0.0000 2.6218 -0.0029 0.0007 0.0026 D35Z31P -0.6109 0.0000 -3.1120 0.6108 0.0000 3.1120 -0.0201 0.0003 0.0053 D36Z36P -1.0436 0.0000 -5.2679 1.0436 0.0000 5.2679 -0.0285 0.0021 0.0056 D37Z45P -0.9427 0.0000 -4.2542 0.9427 -0.0000 4.2542 -0.0433 -0.0012 0.0062 D38Z45P -0.9427 0.0000 -4.2542 0.9427 -0.4692 4.2857 -0.0433 -469.2065 31.5467 D39Z50P -0.5100 0.0000 -2.0983 0.5099 0.0000 2.0984 -0.0570 0.0008 0.0062 D40Z113P -0.2388 0.0000 -0.8655 0.2385 -0.0000 0.8654 -0.3766 -0.0003 -0.0171 D41Z113P -0.2388 0.0000 -0.8655 0.2385 -0.0000 0.8655 -0.3766 -0.0001 0.0041 D42Z110P -0.2373 0.0000 -0.8655 0.2370 -0.0000 0.8654 -0.3497 -0.0006 -0.0168 D43Z110P -0.2373 0.0000 -0.8655 0.2370 0.0000 0.8655 -0.3497 0.0002 0.0039 D44Z107P -0.2450 0.0000 -0.9179 0.2447 -0.0000 0.9179 -0.3237 -0.0008 -0.0164 D45Z107P -0.2450 0.0000 -0.9179 0.2447 0.0000 0.9179 -0.3236 0.0004 0.0037 D46Z103P -0.2434 0.0000 -0.9179 0.2431 -0.0000 0.9179 -0.2984 -0.0010 -0.0159 D47Z103P -0.2434 0.0000 -0.9179 0.2431 0.0000 0.9179 -0.2984 0.0006 0.0033 D48Z100P -0.2327 0.0000 -0.8655 0.2324 -0.0000 0.8654 -0.2742 -0.0013 -0.0154 D49Z100P -0.2327 0.0000 -0.8655 0.2324 0.0000 0.8655 -0.2742 0.0009 0.0029
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
497 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
-0.2131 -0.2131 -0.2131 -0.4458 -0.4760 -1.1251 -0.4824 -0.4762 -0.4512 -0.2131 -0.4458 -0.4760 -1.1251 -0.4824 -0.4762 -0.4512 -0.2124 -0.3127 -0.3127 -0.2124 -0.2009 -0.2009 -1.2725 -1.2725 -0.2019 -0.2019 -0.1995 -0.1995 -1.2761 -1.2761 -0.1976 -0.1976 -0.1846 -0.1846 -0.1176 -0.1176 -0.0856 -0.0856 -0.0856 -0.0856 -0.0344 -0.0344 -0.0320 -0.0640 -0.0320 -0.0641 -0.0321 -1.0700 -0.0321 -0.0643 -0.0322 -0.0644 -0.0322 -0.0645
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.7969 -0.7969 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.8119 -1.3109 -1.3109 -0.8119 -0.9792 -0.9792 -2.1004 -2.1004 -0.9604 -0.9604 -0.9494 -0.9494 -2.0784 -2.0784 -0.9384 -0.9384 -0.7035 -0.7035 -0.3307 -0.3307 -0.2343 -0.2343 -0.2343 -0.2343 -0.1032 -0.1032 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -0.1928
0.2129 0.2129 0.2129 0.4455 0.4758 1.1248 0.4820 0.4758 0.4508 0.2129 0.4455 0.4758 1.1248 0.4820 0.4758 0.4508 0.2120 0.3123 0.3123 0.2120 0.2004 0.2004 1.2721 1.2721 0.2014 0.2014 0.1990 0.1990 1.2757 1.2757 0.1971 0.1971 0.1840 0.1840 0.1171 0.1171 0.0851 0.0851 0.0851 0.0851 0.0337 0.0337 0.0314 0.0634 0.0315 0.0635 0.0315 1.0694 0.0315 0.0637 0.0316 0.0638 0.0316 0.0639
17:07:07 03/17/10
-0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
0.7969 0.7969 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.8119 1.3109 1.3109 0.8119 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7035 0.7034 0.3307 0.3307 0.2343 0.2342 0.2343 0.2342 0.1032 0.1032 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1928 0.0964 0.1928 0.0964 0.1928
-0.2513 -0.2513 -0.2403 -0.2625 -0.2862 -0.3109 -0.3366 -0.3630 -0.3902 -0.2402 -0.2626 -0.2861 -0.3109 -0.3366 -0.3631 -0.3901 -0.4064 -0.4147 -0.4147 -0.4064 -0.4275 -0.4275 -0.4406 -0.4406 -0.4538 -0.4538 -0.4672 -0.4672 -0.4807 -0.4807 -0.4943 -0.4943 -0.5080 -0.5080 -0.5367 -0.5367 -0.5174 -0.5269 -0.5269 -0.5174 -0.6479 -0.6479 -0.5425 -0.5484 -0.5544 -0.5605 -0.5666 -0.5727 -0.5789 -0.5851 -0.5913 -0.5976 -0.6039 -0.6102
-0.0015 0.0012 -0.0017 0.0013 -0.0013 0.0007 -0.0008 0.0001 -0.0004 0.0014 -0.0019 0.0009 -0.0012 0.0004 -0.0006 -0.0001 -0.0003 0.0000 -0.0005 -0.0002 -0.0002 -0.0006 -0.0002 -0.0005 -0.0002 -0.0005 -0.0001 -0.0005 -0.0001 -0.0005 -0.0000 -0.0005 -0.0005 -0.0000 0.0002 -0.0007 -0.0005 0.0000 -0.0005 0.0000 -0.0005 0.0002 -0.0006 0.0001 -0.0005 -0.0000 -0.0004 -0.0001 -0.0003 -0.0002 -0.0002 -0.0002 -0.0001 -0.0003
-0.0147 0.0025 -0.0144 0.0027 -0.0157 0.0035 -0.0166 0.0040 -0.0173 0.0022 -0.0151 0.0032 -0.0162 0.0038 -0.0170 0.0042 0.0010 -0.0125 -0.0006 -0.0141 -0.0127 -0.0005 -0.0128 -0.0004 -0.0129 -0.0003 -0.0130 -0.0003 -0.0131 -0.0002 -0.0131 -0.0002 -0.0001 -0.0132 -0.0103 -0.0031 -0.0011 -0.0113 -0.0021 -0.0122 -0.0107 -0.0028 -0.0031 -0.0104 -0.0030 -0.0105 -0.0029 -0.0106 -0.0029 -0.0106 -0.0028 -0.0107 -0.0028 -0.0107
Helman O. Mozo
Page
Job
498 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
499 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
500 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
Job
501 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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17:07:07 03/17/10
-0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3261 1.8387 3.8414 0.7969 5.1574 2.6442 3.1325 3.1389 4.2857 2.1230 5.1574 3.1325 4.2857 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------D127P -44.15 1612.83 245.33 -470.06 -645.11 666.08 -233.02 D128P -44.15 470.06 645.11 389.41 -1462.03 421.05 -400.21 D129P -44.15 -54.60 373.17 -839.83 539.42 -445.95 455.00 D130P -44.15 135.82 138.55 -79.81 -1460.67 22.75 -537.05 D131P -44.14 -312.12 -92.66 -548.10 1017.04 -264.17 283.87 D132P -44.14 -7.48 755.09 -1531.63 -4381.05 -380.13 -895.53 D133P -44.14 1531.63 4381.05 1981.84 5484.85 629.70 1768.20 D134P -44.14 -318.86 441.49 -1330.39 3935.49 -333.03 883.84 D135P -44.14 -318.86 -441.49 -734.54 245.15 -181.43 -33.82 D136P -44.14 734.54 -245.15 532.03 -742.47 152.74 -119.10 D137P -44.14 -532.04 742.47 -196.89 -23.11 -145.13 143.23 D138P -44.14 196.89 23.11 -542.63 511.93 -68.36 105.79 D139P -44.14 542.63 -511.93 263.63 -1266.92 106.31 -234.55
-0.6409 -0.5491 -0.5609 -0.5730 -0.5852 -0.5975 -0.6099 -0.6224 -0.6348 -0.2159 -0.1959 -0.1752 -0.1513 -0.1223 -0.1026 -213.1315 -563.4993 -333.8342 -304.0637 -399.8346 -469.2454 -367.2285 -563.4991 -304.0642 -469.2470 -0.5425 -0.5544 -0.5666 -0.5789 -0.5913 -0.6039 -0.6165 -0.6291 -0.6416
-0.0005 0.0001 0.0000 -0.0001 -0.0001 -0.0002 -0.0003 -0.0004 -0.0004 -0.0014 -0.0010 -0.0009 -0.0006 0.0002 -0.0009 -0.0017 -0.0037 0.0000 -0.0021 -0.0003 -0.0041 -0.0008 0.0039 0.0018 0.0028 0.0001 0.0000 -0.0001 -0.0001 -0.0002 -0.0003 -0.0003 -0.0004 -0.0005
-0.0107 -0.0104 -0.0105 -0.0105 -0.0106 -0.0106 -0.0107 -0.0107 -0.0107 -0.0144 -0.0148 -0.0152 -0.0155 -0.0157 -0.0145 -0.0144 37.8822 22.4438 20.4312 26.8707 31.5310 24.6731 37.8821 20.4311 31.5309 -0.0103 -0.0105 -0.0106 -0.0106 -0.0107 -0.0107 -0.0107 -0.0107 -0.0107
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P -44.14 -263.63 1266.92 198.65 269.01 -11.99 283.42 D141P -44.14 -198.65 -269.01 -687.71 171.97 -185.76 -20.34 D142P -44.14 687.71 -171.97 471.88 -345.85 134.39 -60.01 D143P -20.74 1038.77 186.84 1175.72 5.13 1334.03 115.65 D144P -222.27 -225.95 -676.57 -2278.84 816.59 -2366.98 132.32 D145P -20.74 -964.79 1316.10 -1038.77 -186.83 -1203.34 678.24 D146P -20.74 -1175.72 -5.13 -1396.33 -1354.58 -1549.43 -819.10 D147P -20.74 -898.99 30.57 -955.53 -870.08 -1117.18 -505.73 D148P -20.75 -581.06 19.03 -544.18 -673.93 -677.85 -394.52 D149P 17.80 114.15 122.35 161.56 -321.58 194.07 -140.23 D150P 17.80 16.34 371.40 -1013.09 -2209.68 -701.58 -1293.91 D151P -14.80 -109.88 -203.44 -82.06 -70.23 -190.76 -271.99 D152P 0.02 -125.62 257.28 46.96 -107.49 -141.88 270.17 D153P 0.01 0.13 14.31 -0.03 -35.25 0.18 -37.76 D154P -222.26 -225.95 676.57 238.21 -680.29 5.79 -1.76 D155P -44.14 1330.39 -3935.49 1981.84 -5484.85 463.41 -1317.99 D156P -44.14 548.10 -1017.04 7.48 -755.09 164.16 -523.62 D157P -44.15 79.80 1460.67 312.12 92.66 143.01 566.79 D158P -44.15 839.83 -539.43 -135.83 -138.55 333.86 -321.52 D159P -44.15 -389.41 1462.03 54.60 -373.18 -193.42 629.00 D160P -20.74 1396.33 1354.59 1117.39 -167.81 1514.29 714.92 D161P -20.74 -1117.39 167.82 -836.68 -854.39 -1177.15 -413.60 D162P -20.74 836.68 854.40 898.99 -30.56 1045.58 496.29 D163P -20.74 955.53 870.09 806.23 27.12 1061.30 540.48 D164P -20.74 -806.23 -27.11 -629.01 -687.25 -864.60 -430.34 D165P -20.74 629.01 687.26 581.06 -19.03 728.96 402.55 D166P -20.75 544.18 673.94 493.67 159.69 625.21 502.19 D167P -20.75 -493.67 -159.68 -674.29 -337.40 -703.59 -299.45 D168P 17.80 -201.98 20.66 -16.34 -371.41 -153.67 -246.88 D169P 17.80 195.36 456.90 201.98 -20.67 279.67 307.05 D170P 17.80 -161.56 321.57 -195.36 -456.91 -251.23 -95.26 D171P 17.80 32.77 44.79 -114.15 -122.36 -57.28 -54.60 D172P 17.80 -221.38 65.98 -32.77 -44.80 -178.89 14.91 D173P -14.80 82.07 70.22 64.98 186.33 146.14 254.98 D174P -14.81 -64.97 -186.34 -270.75 91.91 -333.65 -93.85 D175P 0.02 31.71 103.79 -11.84 -132.12 35.83 -51.09 D176P 0.02 -8.02 64.57 3.05 -125.16 -8.97 -109.28 D177P 0.02 1.93 -49.73 -0.68 -95.96 2.25 -262.75 D178P 0.01 -0.57 25.83 0.22 -52.12 -0.63 -47.43 D179P 0.01 -0.07 -2.79 0.08 -45.60 0.01 -87.27 D180P 0.01 -0.08 -103.18 0.07 -31.94 -0.03 -243.70 D181P 0.00 -0.06 -11.41 0.03 -2.31 -0.05 -24.75 D182P 0.02 -46.96 107.50 -31.71 -103.78 -141.88 6.70 D183P 0.02 11.84 132.13 8.02 -64.56 35.83 121.87 D184P 0.02 -3.05 125.17 -1.93 49.74 -8.97 315.47 D185P 0.01 0.68 95.97 0.57 -25.82 2.25 126.52 D186P 0.01 -0.22 52.13 -0.13 -14.30 -0.63 68.24 D187P 0.01 0.03 35.26 0.07 2.80 0.18 68.64 D188P 0.01 -0.08 45.61 0.08 103.20 0.01 268.39 D189P 0.00 -0.07 31.95 0.06 11.42 -0.03 78.22 D190P 0.00 -0.03 2.32 -0.00 0.01 -0.05 4.21 D308P 33.95 1849.56 -211.74 -694.39 781.57 673.32 332.14 D309P 33.95 694.38 -781.57 179.83 1800.82 428.28 499.33 D310P 33.95 -626.60 175.62 -1394.30 -147.90 -1007.58 13.82
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
33.95 -540.81 547.58 -435.98 33.94 -191.19 -48.49 -389.54 33.94 7.85 -745.88 -1755.02 33.94 1755.02 -4628.16 2239.19 33.94 -374.18 -508.04 -1498.77 33.94 -374.18 508.05 -767.95 33.94 767.95 184.43 558.58 33.94 -558.58 -690.28 -201.30 33.94 201.30 -31.77 -532.22 33.94 532.22 492.31 250.20 33.94 -250.20 -1267.56 217.37 33.94 -217.37 303.56 -628.09 33.94 628.09 185.04 404.49 13.76 -1067.70 155.24 -1164.58 106.61 -27.82 1035.55 -2204.31 13.76 1156.51 1459.16 1067.70 13.76 1164.58 -12.02 1389.68 13.76 896.72 31.01 958.04 13.76 567.55 16.39 578.67 -0.17 146.71 -167.17 166.81 -0.17 732.42 370.22 1291.75 0.08 -116.77 1.53 -100.05 -0.01 111.92 112.76 129.40 -0.01 19.11 30.16 13.16 106.61 -27.83 -1035.55 440.45 33.94 1498.77 4098.11 2239.19 33.94 389.53 1240.51 -7.85 33.94 435.98 -1908.69 191.18 33.95 1394.30 147.90 540.81 33.95 -179.84 -1800.82 626.59 13.76 -1389.68 1376.22 -1119.71 13.76 1119.71 164.64 838.70 13.76 -838.70 842.26 -896.72 13.76 -958.04 874.12 -808.71 13.76 808.71 -29.52 621.54 13.76 -621.54 682.56 -567.55 13.77 -578.67 667.68 -541.09 13.77 541.09 -86.31 544.94 -0.17 -312.32 208.58 -732.42 -0.17 207.58 195.96 312.32 -0.17 -166.81 576.09 -207.58 -0.17 -136.83 384.70 -146.71 -0.17 83.65 -81.50 136.83 0.08 100.06 19.91 41.97 0.08 -41.97 189.45 -158.87 -0.01 91.59 135.43 77.58 -0.01 66.32 100.21 54.41 -0.01 45.83 32.43 38.50 -0.01 31.72 56.36 25.25 -0.00 7.56 25.32 2.62 -0.00 0.67 -30.80 -0.38 -0.00 -0.75 9.68 -0.68 -0.01 -129.40 115.39 -91.59 -0.01 -77.58 109.10 -66.32
1908.69 -1240.51 4628.16 -5733.46 -4098.11 -184.43 690.29 31.78 -492.31 1267.56 -303.56 -185.04 371.78 12.02 -362.12 -155.24 -1376.22 -874.11 -667.67 -576.10 -1825.62 -19.90 -115.38 -18.96 312.83 5733.46 745.88 48.50 -547.58 -175.62 -164.64 -842.25 -31.00 29.53 -682.55 -16.38 86.32 77.96 -370.23 -208.59 -195.97 167.16 -384.71 -189.44 -0.58 -109.09 -57.57 -35.64 -34.49 11.53 19.36 4.53 -135.42 -100.19
17:07:07 03/17/10
-396.78 997.74 -178.33 -395.84 -431.51 958.84 715.86 -1857.05 -378.20 -930.12 -196.71 55.74 159.97 105.49 -151.29 -131.11 -65.43 -103.62 103.17 232.05 -6.06 -289.91 -177.19 24.84 119.67 64.53 -1344.75 100.76 -2109.32 636.38 1335.87 783.14 1538.71 -836.29 1117.32 -507.90 690.49 -392.34 220.68 -523.17 1424.76 -1024.41 -215.50 -18.26 435.24 -4.72 58.19 20.20 194.96 -341.48 522.97 1375.52 112.78 586.92 228.85 -678.77 917.68 -189.54 258.08 -1141.74 -1511.68 729.87 1179.77 -408.20 -1045.44 488.71 -1064.31 544.37 861.60 -428.96 -716.32 401.31 -674.56 454.22 654.24 -5.03 -735.36 -113.78 365.94 -8.89 -263.52 267.56 -199.57 388.44 155.19 -328.15 141.16 -168.49 -199.60 187.71 305.11 47.52 217.75 76.89 152.09 -5.79 102.74 39.45 18.35 66.46 0.53 -20.63 -2.58 25.63 -398.56 -36.14 -259.54 16.06
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 44.85 44.85 44.85 44.85 44.84 44.84 44.84 44.84 44.84 44.84 44.84 44.84 44.84 44.84 44.84 44.84 24.87 246.84 24.87 24.87 24.87 24.88 -22.63 -22.63 11.53 -0.02 -0.01 246.84 44.84 44.84 44.85 44.85 44.85 24.87 24.87 24.87 24.88 24.88 24.88 24.88 24.88 -22.63 -22.63 -22.63 -22.63 -22.63 11.53
-54.41 -38.50 -25.25 -13.16 -2.62 0.38 0.68 -2298.92 -794.66 558.77 306.97 82.42 -396.37 -987.00 545.20 545.20 -1486.31 1257.58 -216.72 -1420.19 1373.01 -13.92 -1360.60 1236.19 343.92 -1475.44 -1551.59 -1288.75 -877.94 162.69 72.31 60.49 -61.05 0.06 343.92 -1055.52 -566.72 200.83 -1815.06 815.74 2052.84 -1615.46 1144.61 1439.15 -1197.46 914.88 850.76 -727.45 -281.10 266.53 -232.20 21.27 -193.11 -79.72
57.58 35.65 34.50 18.97 -11.52 -19.35 -4.52 -209.03 -771.24 171.55 543.97 -41.35 -756.79 -4630.09 -506.29 506.29 190.55 -708.83 -42.79 539.11 -1301.30 322.53 176.42 -123.86 658.80 1775.73 566.66 659.48 470.38 34.42 40.53 213.49 163.68 35.63 -658.79 4105.86 1222.09 -1880.02 116.64 -1781.43 408.45 918.50 310.85 160.82 584.57 204.99 205.14 216.46 145.45 352.53 406.39 119.12 107.55 -70.45
-45.83 -31.72 -19.11 -7.56 -0.67 0.75 -0.00 794.66 -815.73 1815.07 -200.83 566.73 987.00 -1642.82 1055.52 1486.31 -1257.57 216.72 1420.19 -1373.01 13.92 1360.60 -1111.75 1551.59 2346.13 -1236.19 -2052.84 -1439.15 -850.76 232.20 -987.66 79.71 22.46 0.01 -424.62 -1642.82 396.38 -82.42 -306.97 -558.77 1615.46 -1144.61 1288.75 1197.46 -914.88 877.94 727.45 -857.62 -72.31 281.10 -266.53 -162.69 -21.27 -59.03
-32.42 -56.35 -30.15 -25.30 30.81 -9.67 0.01 771.25 1781.44 -116.63 1880.02 -1222.09 4630.09 -5750.18 -4105.85 -190.55 708.83 42.79 -539.10 1301.30 -322.53 -176.42 369.88 -566.65 -917.00 123.87 -408.45 -160.81 -205.13 -406.40 -2330.28 70.46 -64.23 -15.20 749.01 5750.18 756.79 41.35 -543.96 -171.54 -918.49 -310.84 -659.47 -584.56 -204.99 -470.37 -216.45 -257.11 -40.54 -145.46 -352.54 -34.43 -119.13 -187.53
17:07:07 03/17/10
-180.79 45.39 -126.64 -37.34 -80.00 7.86 -37.36 -11.43 -5.92 34.79 2.04 -52.34 1.23 -8.12 -876.79 327.70 -788.93 494.90 1183.55 27.38 43.11 984.63 199.35 -387.99 145.87 956.62 -471.33 -1860.39 323.23 -931.33 349.89 54.38 -330.90 108.46 293.54 -132.61 237.95 -115.05 -368.30 242.67 255.92 -299.63 282.24 30.62 -286.53 63.31 1679.38 -415.97 2542.05 -244.00 -1628.61 1140.90 -2171.34 95.31 -1643.31 300.40 -1041.38 159.79 277.95 -261.82 -644.28 -1611.69 139.35 282.21 -69.58 179.37 0.12 36.85 -38.13 42.63 -377.52 1378.94 -50.33 584.70 43.21 -670.91 -1006.33 -202.65 148.44 -1128.19 2209.82 -307.25 -1662.70 366.06 1465.88 -210.01 1588.32 -255.27 -1272.49 228.67 1080.01 -159.87 950.73 -6.81 -954.86 -24.49 -248.76 73.84 385.46 145.75 -351.05 37.90 -99.54 59.61 -150.89 -8.15 -137.90 -256.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
11.54 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -33.91 -33.91 -33.91 -33.91 -33.90 -33.90 -33.90 -33.90 -33.90 -33.90 -33.90 -33.90 -33.90 -33.90 -33.90 -33.90 -15.60 -98.88 -15.60 -15.60 -15.60 -15.61 -0.52 -0.52 0.71 0.01 0.01 -98.88 -33.90 -33.90 -33.91 -33.91 -33.91 -15.60 -15.60 -15.60 -15.60
59.02 187.53 158.90 -71.64 216.58 115.18 16.12 139.54 -6.03 -92.83 18.19 84.24 -4.06 103.90 1.57 -88.14 -4.49 28.43 0.92 -18.94 -0.31 -70.84 1.09 -161.93 -0.29 49.79 0.11 -29.50 -0.32 36.59 -0.07 15.99 0.08 -28.05 0.01 -21.75 -0.09 -91.57 0.06 -26.25 -0.05 -212.50 -0.04 -6.99 0.02 0.69 -0.03 -11.36 -22.46 64.24 -16.12 -139.53 -69.59 -135.79 6.03 92.84 4.06 -103.89 18.19 -19.94 -1.57 88.15 -0.92 18.95 -4.49 193.17 0.31 70.85 0.29 -49.78 1.09 38.02 -0.11 29.51 -0.06 -35.62 -0.32 -11.01 -0.01 15.21 0.07 -15.98 0.12 -1.39 -0.08 28.07 0.09 91.58 0.01 215.80 -0.06 26.26 0.04 7.00 -0.04 59.98 -0.02 -0.68 0.00 0.01 -0.03 -1.21 -1888.73 191.86 648.88 -827.55 -722.67 -370.53 -648.88 827.55 -646.93 -1925.15 -634.82 -537.72 495.99 -160.30 1755.00 258.86 1122.29 49.14 416.17 -643.94 -367.40 -1829.38 19.81 -1004.67 -234.97 393.26 1459.14 391.83 375.93 241.10 1449.17 -1176.92 1796.62 -5493.48 801.64 -1647.44 -1796.61 5493.48 -1671.91 5758.53 -621.64 2016.63 519.72 467.29 993.57 4027.04 305.58 907.53 519.73 -467.29 1454.73 253.80 340.07 -36.77 -1454.73 -253.80 -1227.52 -770.70 -323.47 -123.55 1227.52 770.69 215.06 -39.38 287.22 145.61 -215.06 39.38 1425.43 588.45 239.31 124.13 -1425.43 -588.45 -1386.24 -1310.04 -370.73 -250.33 1386.24 1310.04 34.11 282.64 262.09 293.89 -34.11 -282.64 1423.25 159.44 291.14 -25.82 -1423.25 -159.44 -1181.44 -338.57 -301.86 -57.72 -1194.20 -100.42 -1567.43 -581.82 -1663.63 -410.99 214.36 -1047.75 2947.32 333.44 2987.73 -675.00 1198.21 1472.86 1194.20 100.43 1436.88 944.92 1567.43 581.82 2063.14 -419.14 2187.09 98.00 1288.96 664.22 1443.18 -167.70 1645.86 299.11 855.26 474.87 913.53 -211.27 1065.54 158.80 202.96 -94.62 238.59 -489.65 310.79 -411.25 991.83 454.61 1838.14 -2330.00 1991.93 -1320.03 222.62 7.69 154.86 24.73 375.16 32.21 256.07 249.95 186.06 -168.93 797.42 146.12 33.17 30.06 26.36 -18.96 107.36 20.03 214.36 1047.74 -561.80 -280.09 -164.16 362.71 -993.58 -4027.04 -1671.91 -5758.53 -372.92 -1369.09 -1459.14 -391.84 -1449.17 1176.92 -859.32 231.97 367.40 1829.38 234.97 -393.27 219.80 524.02 -1755.00 -258.86 -416.16 643.94 -1029.63 182.61 646.93 1925.14 -495.99 160.29 87.20 1204.71 -2063.14 419.15 -1612.53 -912.72 -2214.26 -297.33 1612.53 912.73 1140.18 -304.44 1658.26 366.44 -1140.18 304.45 -1288.96 -664.21 -1463.34 -216.73 -1443.18 167.71 -1204.15 -584.52 -1594.78 -251.09
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
506 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-15.61 -15.61 -15.61 -15.61 -0.52 -0.52 -0.52 -0.53 -0.53 0.70 0.70 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00
1204.15 -897.46 -913.53 821.38 -428.74 282.59 -238.59 -191.96 151.97 -154.86 120.71 124.03 91.16 66.36 47.50 19.86 8.32 2.19 -186.06 -103.83 -78.34 -55.46 -40.14 -26.36 -13.77 -3.77 -1.18
584.53 202.17 211.27 281.39 88.54 308.06 489.64 399.20 -162.87 -24.73 -186.32 105.35 107.42 30.73 56.69 25.41 -30.81 9.63 168.94 97.67 60.34 34.97 34.62 18.97 -11.48 -19.38 -4.54
897.46 -855.26 -821.38 607.00 -991.83 428.74 -282.59 -202.96 191.96 -120.72 357.80 103.83 78.34 55.46 40.15 13.77 3.77 1.18 -124.03 -91.16 -66.36 -47.50 -33.17 -19.86 -8.32 -2.19 0.00
-202.16 1266.03 -474.86 -1055.86 -281.38 -1045.12 187.51 860.47 -454.62 -999.90 -88.55 500.68 -308.07 -366.84 94.61 -277.97 -399.21 242.09 186.32 -273.89 -4.28 475.57 -97.66 410.96 -60.33 305.71 -34.95 219.70 -34.61 158.07 11.49 60.66 19.39 21.80 4.55 6.09 -105.34 -559.27 -107.41 -351.68 -30.72 -260.98 -56.68 -185.68 -30.05 -132.22 -25.40 -83.37 30.82 -39.83 -9.62 -10.76 0.01 -2.13
17:07:07 03/17/10
230.34 -164.27 -42.23 282.47 -257.68 154.51 127.80 347.58 -395.63 160.59 -189.43 13.88 84.93 -7.62 39.83 66.56 -20.59 25.59 114.71 -17.57 53.43 -39.17 8.24 -11.60 34.88 -52.31 -8.17
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D263Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D90Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.65 4.23 15.3 15.3 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D272Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D305Z140P 140.30 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.2 15.2 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.0 15.0 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 15.0 15.0 D280Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 15.0 15.0 D107Z140P 139.75 0.00 4.00 0.0 0.00 4.00 0.0 0.64 4.23 15.0 15.0 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.63 4.23 14.9 14.9 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7 D279Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7 D105Z139P 138.64 0.00 4.00 0.0 0.00 4.00 0.0 0.62 4.23 14.7 14.7
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D195Z138P D270Z138P D303Z138P D128Z138P D203Z138P D278Z138P D103Z138P D102Z137P D194Z137P D269Z137P D302Z137P D127Z136P D202Z136P D277Z136P D101Z136P D100Z136P D193Z136P D268Z136P D301Z136P D126Z135P D201Z135P D276Z135P D99Z135P D98Z135P D192Z135P D267Z135P D300Z135P D125Z134P D200Z134P D275Z134P D97Z134P D96Z134P D191Z134P D266Z134P D299Z134P D124Z133P D199Z133P D274Z133P D95Z133P D94Z133P D190Z133P D265Z133P D298Z133P D123Z132P D198Z132P D273Z132P D93Z132P D92Z131P D189Z131P D264Z131P D297Z131P D85Z131P D185Z131P
138.09 138.09 138.09 138.09 137.54 137.54 137.53 137.53 136.99 136.99 136.98 136.98 136.43 136.43 136.42 136.42 135.88 135.88 135.87 135.87 135.32 135.32 135.31 135.31 134.77 134.77 134.76 134.76 134.21 134.21 134.21 134.21 133.66 133.66 133.65 133.65 133.10 133.10 133.10 133.10 132.55 132.55 132.54 132.54 132.00 132.00 131.99 131.99 131.44 131.44 131.43 131.43 130.89 130.89
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.62 0.62 0.62 0.62 0.61 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.58 0.58 0.58 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
14.6 14.6 14.6 14.6 14.4 14.4 14.4 14.4 14.3 14.3 14.3 14.3 14.1 14.1 14.1 14.1 14.0 14.0 14.0 14.0 13.8 13.8 13.8 13.8 13.7 13.7 13.7 13.7 13.6 13.6 13.6 13.6 13.4 13.4 13.4 13.4 13.3 13.3 13.3 13.3 13.1 13.1 13.1 13.1 13.0 13.0 13.0 13.0 12.8 12.9 12.9 12.8 12.7 12.7
14.6 14.6 14.6 14.6 14.4 14.4 14.4 14.4 14.3 14.3 14.3 14.3 14.1 14.1 14.1 14.1 14.0 14.0 14.0 14.0 13.8 13.8 13.8 13.8 13.7 13.7 13.7 13.7 13.6 13.6 13.6 13.6 13.4 13.4 13.4 13.4 13.3 13.3 13.3 13.3 13.1 13.1 13.1 13.1 13.0 13.0 13.0 13.0 12.8 12.9 12.9 12.8 12.7 12.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D260Z131P D84Z131P D88Z130P D187Z130P D262Z130P D87Z130P D86Z129P D186Z129P D261Z129P D89Z129P D82Z128P D184Z128P D83Z128P D259Z128P D183Z126P D81Z126P D80Z126P D258Z126P D79Z125P D182Z125P D78Z125P D257Z125P D181Z124P D77Z124P D76Z124P D256Z124P D180Z122P D75Z122P D74Z122P D255Z122P D179Z121P D73Z121P D72Z121P D254Z121P D178Z119P D71Z119P D70Z119P D253Z119P D177Z118P D68Z118P D67Z118P D252Z118P D176Z117P D66Z117P D69Z117P D251Z117P D175Z115P D65Z115P D58Z115P D250Z115P D163Z113P D41Z113P D40Z113P D238Z113P
130.88 130.88 129.89 129.89 129.89 129.89 128.90 128.90 128.89 128.89 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.63 123.63 122.23 122.23 122.21 122.21 120.81 120.81 120.79 120.79 119.39 119.39 119.37 119.37 117.96 117.96 117.95 117.95 116.95 116.95 116.94 116.94 114.92 114.92 114.90 114.90 113.26 113.26 113.24 113.24
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.54 0.54 0.53 0.53 0.53 0.53 0.52 0.52 0.52 0.52 0.51 0.51 0.51 0.51 0.49 0.49 0.49 0.49 0.48 0.48 0.48 0.48 0.47 0.47 0.47 0.47 0.45 0.45 0.45 0.45 0.44 0.44 0.44 0.44 0.43 0.43 0.43 0.43 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.39 0.39 0.39 0.39 0.38 0.38 0.38 0.38
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
12.7 12.7 12.5 12.5 12.5 12.5 12.2 12.3 12.3 12.2 12.0 12.0 12.0 12.0 11.7 11.7 11.7 11.7 11.4 11.4 11.4 11.4 11.1 11.1 11.1 11.1 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.1 10.1 10.1 9.8 9.8 9.8 9.8 9.6 9.6 9.6 9.6 9.2 9.2 9.2 9.2 8.9 8.9 8.9 8.9
12.7 12.7 12.5 12.5 12.5 12.5 12.2 12.3 12.3 12.2 12.0 12.0 12.0 12.0 11.7 11.7 11.7 11.7 11.4 11.4 11.4 11.4 11.1 11.1 11.1 11.1 10.7 10.7 10.7 10.7 10.4 10.4 10.4 10.4 10.1 10.1 10.1 10.1 9.8 9.8 9.8 9.8 9.6 9.6 9.6 9.6 9.2 9.2 9.2 9.2 8.9 8.9 8.9 8.9
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D171Z112P D57Z112P D64Z112P D246Z112P D164Z110P D43Z110P D42Z110P D239Z110P D174Z108P D63Z108P D56Z108P D249Z108P D165Z107P D45Z107P D44Z107P D240Z107P D170Z105P D55Z105P D62Z105P D245Z105P D166Z103P D47Z103P D46Z103P D241Z103P D173Z102P D61Z102P D54Z102P D248Z102P D167Z100P D49Z100P D48Z100P D242Z100P D169Z98P D53Z98P D60Z98P D244Z98P D168Z97P D51Z97P D50Z97P D243Z97P D172Z95P D59Z95P D52Z95P D247Z95P D138Z93P D1Z93P D212Z93P D0Z93P D27Z93P D213Z93P D206Z92P D131Z92P D109Z92P D281Z92P
111.60 111.60 111.58 111.58 109.94 109.94 109.92 109.92 108.28 108.28 108.26 108.26 106.62 106.62 106.60 106.60 104.96 104.96 104.94 104.94 103.30 103.30 103.28 103.28 101.64 101.64 101.62 101.62 99.98 99.98 99.96 99.96 98.32 98.32 98.30 98.30 96.66 96.66 96.65 96.65 95.00 95.00 94.99 94.99 93.34 93.34 93.33 93.33 93.32 93.32 91.63 91.63 91.61 91.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.35 0.34 0.34 0.34 0.34 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.28 0.29 0.29 0.28 0.27 0.27 0.27 0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25 0.24 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.23 0.23 0.22 0.22 0.22 0.22
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
8.6 8.6 8.6 8.6 8.3 8.3 8.3 8.3 7.9 8.0 8.0 7.9 7.6 7.7 7.7 7.6 7.3 7.4 7.4 7.3 7.0 7.1 7.1 7.0 6.7 6.8 6.8 6.7 6.4 6.5 6.5 6.4 6.2 6.2 6.2 6.2 5.9 5.9 5.9 5.9 5.6 5.7 5.7 5.6 5.4 5.4 5.4 5.4 5.4 5.4 5.1 5.2 5.2 5.1
8.6 8.6 8.6 8.6 8.3 8.3 8.3 8.3 7.9 8.0 8.0 7.9 7.6 7.7 7.7 7.6 7.3 7.4 7.4 7.3 7.0 7.1 7.1 7.0 6.7 6.8 6.8 6.7 6.4 6.5 6.5 6.4 6.2 6.2 6.2 6.2 5.9 5.9 5.9 5.9 5.6 5.7 5.7 5.6 5.4 5.4 5.4 5.4 5.4 5.4 5.1 5.2 5.2 5.1
Helman O. Mozo
Page
Job
510 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D150Z90P D25Z90P D26Z90P D225Z90P D207Z88P D132Z88P D111Z88P D282Z88P D149Z86P D24Z86P D23Z86P D224Z86P D208Z84P D133Z84P D113Z84P D283Z84P D148Z81P D21Z81P D22Z81P D223Z81P D209Z79P D134Z79P D115Z79P D284Z79P D147Z75P D19Z75P D20Z75P D222Z75P D210Z72P D135Z72P D117Z72P D285Z72P D145Z68P D16Z68P D17Z68P D220Z68P D136Z62P D211Z62P D286Z62P D119Z62P D18Z55P D146Z55P D221Z55P D15Z55P D39Z50P D162Z50P D237Z50P D28Z50P D37Z45P D160Z45P D235Z45P D12Z45P D36Z36P D159Z36P
89.60 89.60 89.58 89.58 87.87 87.87 87.86 87.86 85.88 85.88 85.86 85.86 83.78 83.78 83.76 83.76 81.33 81.33 81.31 81.31 78.60 78.60 78.58 78.58 75.36 75.36 75.34 75.34 71.99 71.99 71.97 71.97 67.96 67.96 67.94 67.94 62.41 62.41 62.39 62.39 55.29 55.29 55.27 55.27 50.36 50.36 50.34 50.34 44.58 44.58 44.56 44.56 36.33 36.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.20 0.21 0.21 0.20 0.20 0.20 0.20 0.20 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.16 0.17 0.17 0.16 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.12 0.13 0.13 0.12 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.07 0.07 0.07 0.07 0.06 0.05 0.05 0.06 0.04 0.04 0.04 0.04 0.03 0.03
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.8 4.9 4.9 4.9 4.6 4.7 4.7 4.6 4.4 4.5 4.5 4.4 4.1 4.2 4.2 4.1 3.9 3.9 3.9 3.9 3.6 3.7 3.6 3.6 3.2 3.3 3.3 3.2 2.9 3.0 3.0 2.9 2.6 2.6 2.7 2.6 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.3 1.3 1.3 1.3 1.0 1.0 0.9 1.0 0.7 0.6
4.8 4.9 4.9 4.9 4.6 4.7 4.7 4.6 4.4 4.5 4.5 4.4 4.1 4.2 4.2 4.1 3.9 3.9 3.9 3.9 3.6 3.7 3.6 3.6 3.2 3.3 3.3 3.2 2.9 3.0 3.0 2.9 2.6 2.6 2.7 2.6 2.5 2.4 2.4 2.5 1.7 1.6 1.6 1.7 1.3 1.3 1.3 1.3 1.0 1.0 0.9 1.0 0.7 0.6
Helman O. Mozo
Page
Job
511 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D234Z36P D11Z36P D35Z31P D158Z31P D233Z31P D10Z31P D33Z26P D156Z26P D231Z26P D8Z26P D31Z19P D154Z19P D229Z19P D5Z19P D34Z13P D157Z13P D232Z13P D9Z13P D121Z9P D152Z9P D227Z9P D122Z9P
36.31 36.31 31.33 31.33 31.31 31.31 26.29 26.29 26.28 26.28 18.74 18.74 18.73 18.73 13.34 13.34 13.33 13.33 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.7 0.7 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
0.7 0.7 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1
Helman O. Mozo
Page
Job
512 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 21 "VIENTO1"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0.4047 0 -0.006081 0.0000 0.0000 0.0000 0.4047 -1.325 93.33 D1Z93P 0.4045 -0.002423 -0.02008 -0.0042 0.6461 0.1140 1.729 -1.327 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -7.814e-005 -1000 67.29 0.0000 0.0000 0.0000 -3.523 -1007 75.88 D4Z13P 0.00327 175.5 -11.8 0.0000 0.0000 0.0000 0.00327 168.8 1.543 D5Z19P 0.01119 0.005724 0.007424 0.0119 0.0627 0.0177 -6.329 -6.335 18.74 D6Z26P 0.02314 -540 36.31 0.0000 0.0000 0.0000 -2.51 -545.8 62.59 D7Z31P 0.0357 208.3 -14.01 0.0000 0.0000 0.0000 0.0357 202.8 17.31 D8Z26P 0.02334 -0.001572 0.01025 0.0294 0.1245 0.0215 -5.809 -5.834 26.3 D9Z13P 0.005598 0.001093 0.005518 -0.0757 0.0692 0.0166 -6.698 -6.702 13.35 D10Z31P 0.03618 0.0005833 0.01137 -0.0532 0.1658 0.0304 -5.458 -5.494 31.33 D11Z36P 0.05106 0.004169 0.01233 0.0082 0.1642 0.0324 -5.107 -5.154 36.33 D12Z45P 0.07588 -0.002731 0.01391 0.0141 0.2217 0.0381 -4.527 -4.606 44.59 D13Z45P 0.07585 -833.3 56.03 0.0000 0.0000 0.0000 -2.307 -837.9 100.6 D14Z50P 0.1004 140.4 -9.446 0.0000 0.0000 0.0000 0.1004 136.2 40.91 D15Z55P 0.1247 0.004652 0.0139 0.0046 0.4263 0.0380 -3.758 -3.878 55.3 D16Z68P 0.1983 -0.007248 -0.02325 0.0121 0.1986 0.1023 3.23 -3.039 67.93 D17Z68P 0.1968 0.005901 0.0134 -0.0369 0.2704 0.0666 -2.835 -3.025 67.97 D18Z55P 0.1258 -0.005616 -0.02247 -0.0108 0.4205 0.0644 4.009 -3.889 55.26 D19Z75P 0.2471 -0.002417 -0.02344 -0.0149 0.4593 0.0955 2.781 -2.536 75.33 D20Z75P 0.2481 0.002415 0.01268 0.0400 0.3697 0.0637 -2.286 -2.531 75.37 D21Z81P 0.2942 -0.004988 -0.02251 -0.0200 0.4575 0.1053 2.427 -2.137 81.3 D22Z81P 0.293 0.004198 0.01147 0.0036 0.4945 0.0650 -1.839 -2.128 81.34 D23Z86P 0.3326 0.002424 0.0104 0.0035 0.5098 0.0695 -1.494 -1.824 85.89 D24Z86P 0.332 -0.002492 -0.02196 -0.0030 0.5199 0.1100 2.159 -1.829 85.85 D25Z90P 0.3671 -0.004374 -0.02097 -0.0125 0.5519 0.1135 1.943 -1.581 89.57 D26Z90P 0.3666 0.003843 0.009261 0.0126 0.5337 0.0718 -1.21 -1.573 89.6 D27Z93P 0.4045 0.002292 0.008056 0.0011 0.6491 0.0693 -0.9205 -1.323 93.34 D28Z50P 0.1005 0.001424 0.01394 -0.0566 0.2331 0.0491 -4.114 -4.213 50.37 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.002227 1000 -67.29 0.0000 0.0000 0.0000 3.52 993 -58.7 D31Z19P 0.01346 -0.008203 -0.01076 -0.0135 0.0587 0.0268 6.354 -6.349 18.72 D32Z26P 0.0214 540 -36.31 0.0000 0.0000 0.0000 2.554 534.2 -10.03 D33Z26P 0.02145 0.002719 -0.01545 -0.0441 0.1123 0.0339 5.854 -5.83 26.27 D34Z13P 0.005269 -0.0008448 -0.008217 0.1128 0.1063 0.0230 6.708 -6.704 13.33 D35Z31P 0.03576 -0.000466 -0.01725 0.0758 0.1966 0.0448 5.53 -5.495 31.3 D36Z36P 0.05231 -0.005346 -0.01875 -0.0140 0.1627 0.0495 5.21 -5.164 36.3 D37Z45P 0.07419 0.004396 -0.0217 -0.0196 0.2178 0.0594 4.677 -4.599 44.55 D38Z45P 0.07416 833.3 -56.04 0.0000 0.0000 0.0000 2.457 828.7 -11.46 D39Z50P 0.1005 -0.001392 -0.02215 0.0771 0.2586 0.0729 4.315 -4.216 50.33 D40Z113P 0.665 0.0001231 0.01235 0.0088 0.8298 0.0841 -0.66 -1.325 113.3 D41Z113P 0.665 -0.0003395 -0.0253 -0.0087 0.8278 0.1293 1.99 -1.325 113.2 D42Z110P 0.6175 0.0005474 0.01193 0.0065 0.8086 0.0816 -0.7075 -1.324 110 D43Z110P 0.6175 -0.0006886 -0.02477 -0.0062 0.8089 0.1267 1.943 -1.326 109.9 D44Z107P 0.5713 0.0009105 0.01141 0.0119 0.7853 0.0792 -0.7537 -1.324 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
513 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P
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17:07:07 03/17/10
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
516 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
0.3991 -0.001646 0.003463 0.02035 0.03415 0.0708 0.09648 0.1914 0.1204 0.2417 0.2877 0.3269 0.3612 0.000653 0.0007248 0 0.0109 0.02185 0.022 0.006173 0.03451 0.04904 0.07245 0.07242 0.09662 0.6643 0.616 0.5691 0.5236 0.4799 0.4387 0.4589 0.5461 0.64 0.4187 0.5015 0.5924 0.6888 0.718 0.733 0.7557 0.779 0.8024 0.8261 0.8501 0.8742 0.8984 0.9499 0.9153 0.9324 1.144 0.9601 0.9808 1.002
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0.0074 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0075 -0.0093 -0.0192 -0.0127 -0.0041 -0.0188 0.0000 0.0152 0.0000 -0.0154 0.0000 -0.0335 0.0716 0.0479 -0.0137 -0.0196 0.0000 0.0505 0.0055 0.0066 0.0017 0.0098 -0.0032 0.0162 0.0069 0.0073 0.0078 0.0115 0.0073 0.0082 -0.0003 -0.0390 -0.0249 0.0088 0.0020 0.0016 0.0027 0.0005 0.0062 0.0005 -0.0140 -0.0068 -0.0117 -0.0061 -0.0048 -0.0066 -0.0061
17:07:07 03/17/10
0.6592 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1862 0.4256 0.4516 0.4796 0.5164 0.5346 0.0000 0.0445 0.0000 0.0532 0.0000 0.1195 0.0627 0.1636 0.1578 0.2152 0.0000 0.2283 0.8422 0.8221 0.7988 0.7698 0.7369 0.6897 0.7115 0.7849 0.8340 0.6862 0.7547 0.8103 0.8453 0.8524 0.8918 0.9344 0.9408 0.9493 0.9633 0.9712 0.9741 0.9772 1.0430 0.9909 1.0055 1.1331 1.0581 1.0853 1.1090
-0.0920 -0.9259 0.0000 3.521 0.0000 0.003463 0.0000 2.553 0.0000 0.03415 0.0000 2.454 0.0000 0.09648 -0.0869 -2.84 -0.0512 -3.763 -0.0780 -2.292 -0.0853 -1.845 -0.0900 -1.5 -0.0932 -1.215 0.0000 -3.522 -0.0105 -7.022 0.0000 -7.6 -0.0227 -6.33 0.0000 -2.511 -0.0280 -5.811 -0.0200 -6.697 -0.0378 -5.46 -0.0413 -5.109 -0.0491 -4.531 0.0000 -2.311 -0.0613 -4.118 -0.1085 -0.6607 -0.1057 -0.709 -0.1030 -0.7559 -0.1003 -0.8014 -0.0975 -0.8451 -0.0948 -0.8863 -0.0961 -0.8661 -0.1016 -0.7789 -0.1071 -0.685 -0.0934 -0.9063 -0.0989 -0.8235 -0.1044 -0.7326 -0.1099 -0.6362 -0.1173 -0.1836 -0.1206 0.04295 -0.1192 0.06573 -0.1178 0.089 -0.1164 0.1124 -0.1150 0.1361 -0.1137 0.1601 -0.1123 0.1842 -0.1109 0.2084 -0.1138 0.5999 -0.1125 0.3386 -0.1143 0.4691 -0.1138 0.7941 -0.1138 0.6101 -0.1138 0.6308 -0.1138 0.652
1.328 93.34 -993 -58.7 -168.8 1.543 -534.2 -10.03 -202.8 17.31 -828.7 -11.46 -136.2 40.91 3.029 67.97 3.882 55.3 2.536 75.37 2.133 81.34 1.829 85.89 1.577 89.6 1007 75.88 7.026 8.594 7.6 0 6.335 18.74 545.8 62.59 5.835 26.29 6.702 13.35 5.495 31.33 5.155 36.33 4.608 44.59 837.9 100.6 4.216 50.37 1.325 113.3 1.325 110 1.326 106.6 1.326 103.3 1.327 99.99 1.327 96.67 1.326 98.33 1.326 105 1.325 111.6 1.327 95.01 1.326 101.7 1.325 108.3 1.325 114.9 0.9013 117 0.6898 118 0.6899 119.4 0.6897 120.8 0.6897 122.2 0.6896 123.7 0.6896 125.1 0.6895 126.5 0.6894 127.9 0.3492 130.9 0.576 128.9 0.4625 129.9 0.3503 140.9 0.3493 131.4 0.3494 132.6 0.3495 133.7
Helman O. Mozo
Page
Job
517 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1.024 -0.0003629 1.045 -0.000243 1.067 -0.000124 1.089 -5.08e-006 1.111 0.0001131 1.133 0.0002306 0.9704 -0.000663 0.9914 -0.0005432 1.013 -0.0004224 1.034 -0.0003027 1.056 -0.0001835 1.078 -6.447e-005 1.1 5.413e-005 1.122 0.0001719 0.3808 0.002161 0.3454 0.001427 0.3089 0.001456 0.2665 0.001101 0.2154 -0.0003871 0.1811 0.001397 378.5 0.002486 1000 0.003412 1000 -6.138e-005 540 0.002212 1000 0.0004906 833.4 0.004854 1000 0.001305 1000 -0.003762 540 -0.001612 833.4 -0.002741 0.9589 -0.0006622 0.98 -0.0005529 1.001 -0.0004472 1.023 -0.0003374 1.045 -0.0002262 1.068 -0.0001146 1.09 -2.785e-006 1.112 0.0001128 1.134 0.00023
4.904e-005 0.0001122 0.0001523 0.0001708 0.0001718 0.0001717 -0.0002524 -0.0001023 4.436e-006 8.046e-005 0.0001321 0.0001614 0.0001703 0.0001716 0.009008 0.01009 0.0112 0.01232 0.01343 0.0125 0.008562 -67.28 -72.61 -36.29 -86.6 -56.01 -70.04 -67.28 -36.29 -56.01 -0.0002728 -0.0001002 2.781e-005 0.0001185 0.0001819 0.0002223 0.000241 0.0002454 0.0002456
-0.0062 -0.0062 -0.0062 -0.0061 -0.0061 -0.0061 -0.0041 -0.0068 -0.0061 -0.0062 -0.0061 -0.0061 -0.0061 -0.0061 -0.0444 0.0236 -0.0425 0.0194 -0.0539 0.0031 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0114 -0.0066 -0.0065 -0.0064 -0.0063 -0.0063 -0.0062 -0.0061 -0.0061
17:07:07 03/17/10
1.1164 1.1285 1.1356 1.1402 1.1324 1.1330 1.0713 1.0974 1.1135 1.1238 1.1326 1.1376 1.1366 1.1336 0.5839 0.5365 0.4973 0.4358 0.4386 0.2708 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0708 1.1001 1.1227 1.1323 1.1434 1.1504 1.1539 1.1483 1.1480
-0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.1138 -0.0911 -0.0934 -0.0856 -0.0864 -0.0717 -0.0728 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0788 0.0788 0.0788 0.0788 0.0788 0.0788 0.0788 0.0788 0.0788
0.6736 0.3496 134.8 0.6953 0.3498 135.9 0.7172 0.3499 137 0.7392 0.35 138.1 0.7612 0.3501 139.2 0.7832 0.3502 140.3 0.6204 0.3493 132 0.6414 0.3495 133.1 0.6628 0.3496 134.2 0.6844 0.3497 135.3 0.7063 0.3498 136.4 0.7282 0.3499 137.5 0.7503 0.3501 138.7 0.7722 0.3502 139.8 -1.059 1.442 91.64 -1.347 1.694 87.88 -1.659 1.969 83.79 -2.049 2.317 78.61 -2.545 2.76 72 -3.224 3.406 62.41 377.2 0.002486 93.34 993 3.526 -58.69 993.3 -6.138e-005 -59.27 534.2 2.535 -10.01 994.5 0.0004906 -55.28 828.8 2.388 -11.44 995.8 0.001305 -19.69 993 -3.526 -58.69 534.2 -2.534 -10.01 828.8 -2.386 -11.44 0.6089 -0.3507 131.4 0.63 -0.3506 132.6 0.6515 -0.3504 133.7 0.6733 -0.3503 134.8 0.6953 -0.3502 135.9 0.7175 -0.3501 137 0.7398 -0.35 138.1 0.7621 -0.3499 139.2 0.7843 -0.3498 140.3
Joint Support Reactions for Load Case "VIENTO1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D2Z0P -68.17 0.0 -52.57 0.0 -590.94 0.0 0.0 597.17 0.0 -1.23 0.0 0.3 0.0 0.00 0.0 0.0 D29Z0P -96.97 0.0 79.91 0.0 869.12 0.0 0.0 878.16 0.0 1.73 0.0 0.7 0.0 -0.02 0.0 0.0 D153Z0P -95.33 0.0 -78.30 0.0 845.41 0.0 0.0 854.36 0.0 -1.68 0.0 0.6 0.0 -0.01 0.0 0.0 D228Z0P -67.23 0.0 50.95 0.0 -566.83 0.0 0.0 573.07 0.0 1.19 0.0 0.1 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO1":
Helman O. Mozo
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Job
518 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.3785 0.0000 -0.7969 -0.3781 -0.0000 0.7969 0.4047 0.0000 -0.0061 D1Z93P 0.7989 0.0000 -1.6272 -0.7984 -0.0000 1.6272 0.4045 -0.0024 -0.0201 D2Z0P 1.1020 0.0000 -2.4977 67.0706 52.5676 593.4332 0.0000 0.0000 0.0000 D3Z9P 2.0106 0.0000 -5.1195 -2.0106 -1.0008 5.1868 -0.0001 -1000.0000 67.2860 D4Z13P 0.9086 0.0000 -2.6218 -0.9086 0.1755 2.6100 0.0033 175.4710 -11.7972 D5Z19P 6.0635 0.0000 -8.1856 -6.0635 0.0000 8.1856 0.0112 0.0057 0.0074 D6Z26P 1.0849 0.0000 -3.1120 -1.0849 -0.5400 3.1484 0.0231 -540.0082 36.3083 D7Z31P 1.0849 0.0000 -3.1120 -1.0849 0.2083 3.0980 0.0357 208.2839 -14.0056 D8Z26P 5.2130 0.0000 -5.5638 -5.2130 -0.0000 5.5638 0.0233 -0.0016 0.0103 D9Z13P 1.9574 0.0000 -3.8698 -1.9574 0.0000 3.8698 0.0056 0.0011 0.0055 D10Z31P 7.6871 0.0000 -7.1120 -7.6871 0.0000 7.1121 0.0362 0.0006 0.0114 D11Z36P 2.7635 0.0000 -5.6179 -2.7634 0.0000 5.6179 0.0511 0.0042 0.0123 D12Z45P 1.6743 0.0000 -4.2542 -1.6742 -0.0000 4.2542 0.0759 -0.0027 0.0139 D13Z45P 1.6743 0.0000 -4.2542 -1.6742 -0.8333 4.3102 0.0758 -833.3268 56.0310 D14Z50P 0.9057 0.0000 -2.0983 -0.9056 0.1404 2.0889 0.1004 140.4388 -9.4455 D15Z55P 2.6121 0.0000 -5.5598 -2.6119 0.0000 5.5598 0.1247 0.0047 0.0139 D16Z68P 6.3815 0.0000 -5.6802 -6.3813 -0.0000 5.6802 0.1983 -0.0072 -0.0233 D17Z68P 6.3815 0.0000 -5.6802 -6.3813 0.0000 5.6802 0.1968 0.0059 0.0134 D18Z55P 6.1949 0.0000 -5.9398 -6.1948 -0.0000 5.9397 0.1258 -0.0056 -0.0225 D19Z75P 1.6452 0.0000 -3.1649 -1.6450 -0.0000 3.1649 0.2471 -0.0024 -0.0234 D20Z75P 5.4682 0.0000 -3.5449 -5.4679 0.0000 3.5449 0.2481 0.0024 0.0127 D21Z81P 1.2526 0.0000 -2.3461 -1.2523 -0.0000 2.3461 0.2942 -0.0050 -0.0225 D22Z81P 1.2526 0.0000 -2.3461 -1.2523 0.0000 2.3461 0.2930 0.0042 0.0115 D23Z86P 0.9791 0.0000 -1.8579 -0.9787 0.0000 1.8579 0.3326 0.0024 0.0104 D24Z86P 0.9791 0.0000 -1.8579 -0.9787 -0.0000 1.8578 0.3320 -0.0025 -0.0220 D25Z90P 0.8577 0.0000 -1.6682 -0.8574 -0.0000 1.6682 0.3671 -0.0044 -0.0210 D26Z90P 0.8577 0.0000 -1.6682 -0.8574 0.0000 1.6682 0.3666 0.0038 0.0093 D27Z93P 0.7989 0.0000 -1.6272 -0.7984 0.0000 1.6272 0.4045 0.0023 0.0081 D28Z50P 0.9057 0.0000 -2.0983 -0.9056 0.0000 2.0984 0.1005 0.0014 0.0139 D29Z0P 1.1020 0.0000 -2.4977 95.8635 -79.9133 -866.6263 0.0000 0.0000 0.0000 D30Z9P 2.0106 0.0000 -5.1195 -2.0106 1.0008 5.0522 -0.0022 1000.0000 -67.2877 D31Z19P 1.9936 0.0000 -5.7338 -1.9935 -0.0000 5.7338 0.0135 -0.0082 -0.0108 D32Z26P 1.0849 0.0000 -3.1120 -1.0849 0.5400 3.0757 0.0214 540.0096 -36.3141 D33Z26P 1.0849 0.0000 -3.1120 -1.0849 0.0000 3.1120 0.0214 0.0027 -0.0154 D34Z13P 0.9086 0.0000 -2.6218 -0.9086 -0.0000 2.6218 0.0053 -0.0008 -0.0082 D35Z31P 1.0849 0.0000 -3.1120 -1.0849 -0.0000 3.1120 0.0358 -0.0005 -0.0172 D36Z36P 1.8535 0.0000 -5.2679 -1.8534 -0.0000 5.2679 0.0523 -0.0053 -0.0188 D37Z45P 1.6743 0.0000 -4.2542 -1.6742 0.0000 4.2542 0.0742 0.0044 -0.0217 D38Z45P 1.6743 0.0000 -4.2542 -1.6742 0.8333 4.1982 0.0742 833.3285 -56.0389 D39Z50P 0.9057 0.0000 -2.0983 -0.9056 -0.0000 2.0983 0.1005 -0.0014 -0.0222 D40Z113P 0.4242 0.0000 -0.8655 -0.4235 0.0000 0.8655 0.6650 0.0001 0.0124 D41Z113P 0.4242 0.0000 -0.8655 -0.4235 -0.0000 0.8654 0.6650 -0.0003 -0.0253 D42Z110P 0.4215 0.0000 -0.8655 -0.4209 0.0000 0.8655 0.6175 0.0005 0.0119 D43Z110P 0.4215 0.0000 -0.8655 -0.4209 -0.0000 0.8654 0.6175 -0.0007 -0.0248 D44Z107P 0.4352 0.0000 -0.9179 -0.4346 0.0000 0.9179 0.5713 0.0009 0.0114 D45Z107P 0.4352 0.0000 -0.9179 -0.4346 -0.0000 0.9178 0.5713 -0.0011 -0.0241 D46Z103P 0.4323 0.0000 -0.9179 -0.4317 0.0000 0.9179 0.5267 0.0013 0.0108 D47Z103P 0.4323 0.0000 -0.9179 -0.4317 -0.0000 0.9178 0.5267 -0.0015 -0.0233 D48Z100P 0.4132 0.0000 -0.8655 -0.4127 0.0000 0.8655 0.4838 0.0018 0.0100 D49Z100P 0.4132 0.0000 -0.8655 -0.4127 -0.0000 0.8654 0.4838 -0.0019 -0.0224
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
519 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.3785 0.3785 0.3785 0.7917 0.8455 1.9982 0.8567 0.8457 0.8014 0.3785 0.7917 0.8455 1.9982 0.8567 0.8457 0.8014 0.3772 0.5554 0.5554 0.3772 0.3567 0.3567 2.2601 2.2601 0.3585 0.3585 0.3543 0.3543 2.2665 2.2665 0.3509 0.3509 0.3278 0.3278 0.2089 0.2089 0.1521 0.1521 0.1521 0.1521 0.0611 0.0611 0.0568 0.1136 0.0569 0.1138 0.0570 1.9003 0.0571 0.1142 0.0572 0.1144 0.0573 0.1146
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.7969 -0.7969 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.8119 -1.3109 -1.3109 -0.8119 -0.9792 -0.9792 -2.1004 -2.1004 -0.9604 -0.9604 -0.9494 -0.9494 -2.0784 -2.0784 -0.9384 -0.9384 -0.7035 -0.7035 -0.3307 -0.3307 -0.2343 -0.2343 -0.2343 -0.2343 -0.1032 -0.1032 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -0.1928
-0.3781 -0.3781 -0.3781 -0.7913 -0.8450 -1.9977 -0.8561 -0.8451 -0.8007 -0.3781 -0.7913 -0.8450 -1.9977 -0.8561 -0.8451 -0.8007 -0.3765 -0.5546 -0.5546 -0.3765 -0.3560 -0.3560 -2.2593 -2.2593 -0.3577 -0.3577 -0.3535 -0.3535 -2.2656 -2.2656 -0.3501 -0.3501 -0.3269 -0.3269 -0.2079 -0.2079 -0.1512 -0.1512 -0.1512 -0.1512 -0.0599 -0.0599 -0.0558 -0.1126 -0.0559 -0.1128 -0.0560 -1.8993 -0.0560 -0.1132 -0.0561 -0.1133 -0.0562 -0.1135
17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
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4.1982 2.0889 5.6802 5.5598 3.1649 2.3461 1.8579 1.6682 5.1868 7.5713 569.3272 7.6952 3.1484 5.0735 3.8698 5.5638 5.2679 4.2542 4.3102 2.0984 0.8655 0.8655 0.9179 0.9179 0.8655 0.7969 1.6624 3.1558 1.7309 0.7969 1.7833 1.7833 1.6774 0.8119 1.3109 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7035 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964
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-833.3313 -56.0390 -140.4387 -9.4455 -0.0019 0.0136 -0.0016 0.0139 0.0020 0.0130 0.0005 0.0118 0.0024 0.0107 0.0010 0.0096 1000.0000 67.2857 0.0034 0.0038 0.0000 0.0000 -0.0055 0.0071 540.0091 36.3083 0.0022 0.0099 -0.0012 0.0052 0.0004 0.0111 -0.0028 0.0120 0.0048 0.0137 833.3296 56.0311 0.0012 0.0138 0.0000 0.0127 0.0005 0.0122 0.0009 0.0117 0.0013 0.0111 0.0016 0.0103 0.0020 0.0094 0.0012 0.0099 0.0007 0.0114 0.0001 0.0125 0.0020 0.0089 0.0012 0.0107 0.0005 0.0120 -0.0002 0.0128 -0.0004 0.0070 -0.0002 0.0040 -0.0001 0.0042 -0.0003 0.0044 -0.0003 0.0045 -0.0004 0.0047 -0.0004 0.0048 -0.0005 0.0048 -0.0006 0.0049 -0.0008 -0.0004 -0.0007 0.0031 -0.0009 0.0014 0.0003 0.0002 -0.0007 -0.0003 -0.0006 -0.0002 -0.0005 -0.0000 -0.0004 0.0000 -0.0002 0.0001 -0.0001 0.0002 -0.0000 0.0002 0.0001 0.0002
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0611 0.1136 0.1138 1.9003 0.1142 0.1144 0.1146 1.9134 0.1185 0.4203 2.9028 2.9824 0.7109 0.9344 5.3808 0.3785 2.0106 0.9086 1.0849 1.0849 1.6743 0.9057 2.0106 1.0849 1.6743 0.0568 0.0569 0.0570 0.0571 0.0572 0.0573 0.0573 0.0574 0.0611
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.8388 -3.8414 -0.7969 -5.1195 -2.6218 -3.1120 -3.1120 -4.2542 -2.0983 -5.1195 -3.1120 -4.2542 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-0.0600 -0.1126 -0.1128 -1.8993 -0.1132 -0.1133 -0.1135 -1.9123 -0.1174 -0.4199 -2.9024 -2.9821 -0.7106 -0.9341 -5.3807 -0.0000 -1.0098 0.1714 -0.5449 0.2034 -0.8409 0.1364 -1.0098 -0.5449 -0.8409 -0.0558 -0.0559 -0.0560 -0.0560 -0.0561 -0.0562 -0.0563 -0.0563 -0.0600
17:07:07 03/17/10
0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000
0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3262 1.8388 3.8414 0.7969 5.0522 2.5492 3.0757 3.0254 4.1982 2.0283 5.0522 3.0757 4.1982 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------D127P 84.87 -3513.09 -483.26 983.54 1166.87 -1474.40 398.45 D128P 84.86 -983.54 -1166.86 -1583.06 2586.32 -1257.38 695.39 D129P 84.86 54.02 -659.29 2175.61 -953.60 1111.64 -804.15 D130P 84.85 -501.79 -245.23 -751.88 2587.23 -509.24 951.32 D131P 84.85 400.77 164.21 1236.62 -1797.22 502.83 -501.48 D132P 84.84 -531.39 -1339.14 1645.46 7765.80 275.15 1587.24 D133P 84.84 -1645.46 -7765.80 -2697.84 -9729.78 -778.42 -3135.62 D134P 84.84 809.25 -782.65 1756.19 -6983.86 518.04 -1568.28 D135P 84.84 809.26 782.65 2308.66 -433.45 537.01 60.14 D136P 84.84 -2308.65 433.45 -1930.78 1309.29 -511.25 210.17 D137P 84.84 1930.78 -1309.29 370.56 38.08 458.20 -253.10 D138P 84.83 -370.56 -38.08 2185.33 -934.42 358.81 -192.28 D139P 84.83 -2185.33 934.42 -1992.16 2278.10 -550.83 423.59
1.1332 0.9704 0.9914 1.0128 1.0344 1.0563 1.0782 1.1003 1.1222 0.3808 0.3454 0.3089 0.2665 0.2154 0.1811 378.5285 1000.0000 1000.0000 540.0288 1000.0000 833.3972 1000.0000 1000.0000 540.0297 833.4000 0.9589 0.9800 1.0015 1.0233 1.0453 1.0675 1.0898 1.1121 1.1343
0.0002 -0.0007 -0.0005 -0.0004 -0.0003 -0.0002 -0.0001 0.0001 0.0002 0.0022 0.0014 0.0015 0.0011 -0.0004 0.0014 0.0025 0.0034 -0.0001 0.0022 0.0005 0.0049 0.0013 -0.0038 -0.0016 -0.0027 -0.0007 -0.0006 -0.0004 -0.0003 -0.0002 -0.0001 -0.0000 0.0001 0.0002
0.0002 -0.0003 -0.0001 0.0000 0.0001 0.0001 0.0002 0.0002 0.0002 0.0090 0.0101 0.0112 0.0123 0.0134 0.0125 0.0086 -67.2823 -72.6101 -36.2946 -86.6037 -56.0113 -70.0415 -67.2821 -36.2945 -56.0112 -0.0003 -0.0001 0.0000 0.0001 0.0002 0.0002 0.0002 0.0002 0.0002
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
84.83 84.83 84.83 38.75 441.57 38.75 38.75 38.76 38.77 -33.46 -33.47 28.90 -0.05 -0.02 441.56 84.84 84.85 84.85 84.86 84.86 38.75 38.75 38.76 38.76 38.76 38.76 38.77 38.77 -33.47 -33.47 -33.46 -33.46 -33.46 28.91 28.91 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.04 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -59.58 -59.58 -59.58
1992.16 40.86 -2166.02 -2073.16 617.40 2138.26 2626.85 2139.49 1444.57 -270.67 -78.27 227.50 243.22 -0.25 617.41 -1756.19 -1236.61 751.88 -2175.60 1583.07 -3404.33 2673.85 -1907.54 -2368.79 1976.67 -1511.11 -1393.79 1209.15 466.73 -449.99 380.00 -56.68 435.77 -179.61 161.74 -61.46 15.56 -3.75 1.06 0.16 0.15 0.07 90.88 -22.95 5.90 -1.34 0.41 -0.05 0.15 0.11 0.04 -3908.62 -1362.98 1015.50
-2278.10 512.67 360.70 47.06 1171.12 -2830.01 -791.51 -924.51 -655.30 -103.38 -186.81 389.14 -500.34 -55.02 -1171.11 6983.87 1797.22 -2587.22 953.60 -2586.31 -1052.88 -1348.54 -786.22 -552.36 -808.27 -563.10 -531.14 -265.58 -223.04 -674.36 -698.10 -183.02 -114.02 -129.61 328.16 -240.61 -168.01 45.29 -79.06 -21.11 167.14 14.13 -111.89 -180.62 -170.94 -135.58 -61.19 -34.79 -56.66 -48.84 0.04 475.39 1432.51 -322.65
-40.86 2166.02 -1733.23 -2626.85 4617.01 2073.16 3404.33 2368.79 1393.79 -380.00 2080.66 179.60 -90.88 0.05 -622.96 -2697.84 531.40 -400.77 501.79 -54.01 -2673.85 1907.54 -2139.49 -1976.67 1511.11 -1444.57 -1209.15 1451.32 78.27 -466.73 449.99 270.67 56.68 -161.75 525.76 22.95 -5.90 1.34 -0.41 -0.15 -0.11 -0.04 61.46 -15.56 3.75 -1.06 0.25 -0.16 -0.15 -0.07 0.00 1362.99 -1222.74 3091.29
-512.67 -360.70 708.19 791.50 -1615.59 -47.07 1052.87 552.34 531.12 698.11 4448.79 129.62 111.87 34.77 1360.16 9729.79 1339.15 -164.20 245.24 659.30 1348.53 786.21 924.50 808.26 563.09 655.29 265.57 570.31 186.83 223.06 674.38 103.40 183.03 -328.15 -179.48 180.60 170.92 135.56 61.17 56.64 48.82 -0.06 240.59 167.99 -45.31 79.04 55.00 21.09 -167.16 -14.15 -0.02 -1432.52 -3177.40 261.62
17:07:07 03/17/10
360.06 -514.97 462.52 31.85 -451.89 123.88 -2831.33 505.15 4946.43 -420.02 2529.38 -1727.98 3633.25 157.45 2715.83 -224.20 1709.86 -74.81 -457.99 418.61 1409.43 2999.89 404.60 515.57 274.77 -700.64 -0.36 -36.52 -2.62 89.33 -623.16 2338.38 -208.37 926.71 128.12 -1003.97 -793.77 568.53 883.30 -1113.19 -3661.56 178.10 2759.87 -338.75 -2437.97 83.30 -2617.75 154.16 2101.07 -147.70 -1780.53 55.53 -1568.04 -159.98 1602.69 183.57 383.61 -25.49 -645.26 -317.66 584.21 -16.69 150.62 -56.04 346.63 48.57 -339.26 -454.94 683.27 147.76 -69.46 -108.23 17.41 5.25 -4.33 326.17 1.18 -32.25 0.01 64.07 0.06 389.51 0.07 25.37 274.76 232.13 -69.46 -22.78 17.41 -390.02 -4.33 -101.98 1.18 -11.17 -0.36 -24.71 0.01 -403.67 0.07 -113.61 0.07 0.04 -1483.77 -557.88 -1266.75 -854.83 2047.56 -30.43
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P -59.57 631.66 -973.46 -136.48 -3386.64 201.14 D312P -59.57 195.22 85.10 955.20 2201.54 353.28 D313P -59.57 -563.12 1323.99 2051.85 -8216.24 367.68 D314P -59.57 -2051.85 8216.23 -3166.77 10182.13 -935.30 D315P -59.56 908.70 902.12 2061.29 7278.88 599.73 D316P -59.56 908.71 -902.12 2364.95 325.20 563.83 D317P -59.56 -2364.95 -325.21 -1974.13 -1219.99 -523.27 D318P -59.56 1974.13 1219.99 378.27 -54.72 468.37 D319P -59.56 -378.27 54.72 2170.18 892.94 354.29 D320P -59.56 -2170.18 -892.94 -1972.75 -2274.55 -546.27 D321P -59.56 1972.76 2274.55 -73.37 576.84 350.48 D322P -59.56 73.37 -576.84 2055.57 388.73 446.19 D323P -59.56 -2055.57 -388.73 -1608.09 -764.81 -424.59 D324P -14.32 2116.85 105.79 2609.27 777.00 2847.06 D325P -160.13 255.84 -1871.64 4462.77 546.79 4459.01 D326P -14.32 -2425.18 -3102.45 -2116.85 -105.81 -2727.94 D327P -14.32 -2609.27 -777.02 -3395.81 1089.67 -3617.52 D328P -14.33 -2134.17 -925.04 -2376.30 561.03 -2717.15 D329P -14.33 -1406.64 -666.58 -1492.02 563.18 -1746.18 D330P 1.07 -342.09 200.29 -391.18 893.00 -516.13 D331P 1.08 -1621.33 -763.66 -2752.78 3558.55 -3078.81 D332P 2.23 252.92 7.12 216.23 37.49 466.27 D333P 0.02 -257.62 -238.05 -282.37 219.52 -973.92 D334P 0.01 -53.44 -53.54 -41.69 33.71 -171.59 D335P -160.13 255.85 1871.63 -1005.93 -492.28 -354.41 D336P -59.56 -2061.30 -7278.88 -3166.77 -10182.14 -731.45 D337P -59.57 -955.19 -2201.55 563.13 -1324.00 -115.84 D338P -59.57 136.48 3386.63 -195.22 -85.11 -21.43 D339P -59.58 -3091.29 -261.62 -631.66 973.46 -1765.53 D340P -59.58 1222.74 3177.40 -1015.49 322.65 119.72 D341P -14.32 3395.81 -1089.68 2676.55 1341.23 3658.05 D342P -14.32 -2676.55 -1341.24 -1910.65 762.70 -2763.38 D343P -14.33 1910.65 -762.71 2134.17 925.02 2436.64 D344P -14.33 2376.30 -561.04 1984.10 799.18 2626.75 D345P -14.33 -1984.10 -799.19 -1488.73 543.53 -2092.07 D346P -14.33 1488.73 -543.55 1406.64 666.56 1744.20 D347P -14.33 1492.02 -563.20 1347.09 328.55 1710.31 D348P -14.33 -1347.09 -328.56 -1077.21 -345.40 -1460.42 D349P 1.08 705.92 -209.67 1621.33 763.68 1638.08 D350P 1.08 -476.34 -494.42 -705.92 209.68 -832.16 D351P 1.07 391.18 -892.98 476.34 494.43 610.63 D352P 1.07 312.48 -693.43 342.09 -200.28 460.73 D353P 1.07 -173.62 184.08 -312.48 693.44 -342.15 D354P 2.23 -216.24 -37.50 -127.36 338.67 -341.49 D355P 2.23 127.35 -338.68 350.48 -13.67 474.89 D356P 0.02 -201.59 -231.96 -173.90 190.51 -677.22 D357P 0.01 -152.76 -180.08 -129.90 103.07 -509.80 D358P 0.01 -109.76 -57.12 -91.90 63.06 -363.72 D359P 0.01 -78.27 -100.12 -65.52 61.25 -259.34 D360P 0.01 -30.51 -45.07 -20.12 -20.43 -91.32 D361P 0.00 -11.81 54.70 -5.09 -34.42 -30.47 D362P 0.00 -2.75 -17.13 -1.38 -8.08 -7.45 D363P 0.02 282.37 -219.54 201.59 231.94 872.87 D364P 0.02 173.90 -190.53 152.76 180.06 589.16
17:07:07 03/17/10
-1771.08 702.21 -1702.23 3297.42 1651.98 -99.36 -186.34 232.01 187.37 -417.65 526.15 -39.42 -133.69 531.81 -1251.95 -1926.88 188.35 -219.28 -62.29 769.54 1967.24 44.33 -33.42 -35.76 651.73 -2442.95 -1041.70 1204.70 337.57 2021.89 151.53 -348.52 97.78 143.45 -154.01 74.11 -141.36 -406.00 389.95 -200.42 -280.53 -629.05 617.66 299.32 -350.18 -74.76 -138.90 10.72 -70.09 -118.14 36.58 -45.46 22.37 -18.88
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P 0.01 129.90 -103.09 109.76 57.10 432.25 D366P 0.01 91.90 -63.08 78.27 100.10 306.91 D367P 0.01 65.52 -61.27 53.44 53.52 214.56 D368P 0.01 41.69 -33.73 30.51 45.05 130.22 D369P 0.01 20.12 20.41 11.81 -54.72 57.59 D370P 0.00 5.09 34.40 2.75 17.11 14.14 D371P 0.00 1.38 8.06 0.00 -0.02 2.48 D489P -73.09 3425.93 326.54 -1268.76 -1345.25 1257.35 D490P -73.09 1268.76 1345.25 533.94 -3163.41 883.15 D491P -73.08 -1087.87 -298.65 -2599.43 193.59 -1838.41 D492P -73.08 -874.99 -965.22 -562.78 -3325.08 -584.03 D493P -73.08 -290.34 71.50 -733.68 2158.17 -314.47 D494P -73.07 156.19 1343.24 -2832.48 -8206.63 -660.98 D495P -73.07 2832.48 8206.63 3743.41 10200.05 1178.56 D496P -73.07 -725.66 897.17 -2482.84 7285.33 -647.89 D497P -73.07 -725.67 -897.17 -1632.94 339.89 -406.23 D498P -73.06 1632.93 -339.90 1240.12 -1259.59 346.48 D499P -73.06 -1240.12 1259.59 -389.94 -89.13 -324.55 D500P -73.06 389.93 89.13 -1181.51 1024.84 -156.51 D501P -73.06 1181.51 -1024.85 778.73 -2377.01 258.47 D502P -73.06 -778.73 2377.01 349.44 635.22 -79.21 D503P -73.06 -349.44 -635.22 -1339.75 378.73 -354.02 D504P -73.06 1339.75 -378.73 901.54 -774.86 259.75 D505P -41.86 -1966.91 -158.90 -2217.19 206.00 -2520.55 D506P -391.40 -394.71 -1200.43 -3597.11 1462.80 -3772.20 D507P -41.86 2187.75 -2657.27 1966.92 158.89 2495.29 D508P -41.86 2217.19 -206.01 2720.69 2078.50 2974.63 D509P -41.87 1746.23 -301.07 1883.93 1278.64 2186.84 D510P -41.87 1146.78 -213.90 1083.59 1030.07 1343.59 D511P 38.36 -221.01 -175.07 -319.36 594.81 -380.35 D512P 38.37 -79.12 -544.86 1473.14 3613.95 981.21 D513P -17.86 -75.08 -351.43 -107.72 -120.27 -181.68 D514P 0.04 88.33 -247.28 -32.42 193.12 100.84 D515P 0.02 -0.09 -33.67 -0.00 54.82 -0.17 D516P -391.40 -394.72 1200.42 554.23 -1179.09 75.37 D517P -73.07 2482.84 -7285.34 3743.42 -10200.05 871.11 D518P -73.07 733.67 -2158.17 -156.20 -1343.25 170.63 D519P -73.08 562.78 3325.07 290.34 -71.50 311.29 D520P -73.08 2599.42 -193.59 874.99 965.21 1647.67 D521P -73.09 -533.95 3163.40 1087.86 298.64 319.98 D522P -41.86 -2720.69 -2078.51 -2179.56 580.71 -2951.96 D523P -41.86 2179.56 -580.72 1611.93 1283.21 2284.03 D524P -41.86 -1611.93 -1283.22 -1746.23 301.06 -2022.99 D525P -41.87 -1883.93 -1278.66 -1581.87 181.79 -2087.83 D526P -41.87 1581.87 -181.80 1231.13 1021.57 1694.58 D527P -41.87 -1231.13 -1021.58 -1146.78 213.88 -1432.48 D528P -41.88 -1083.59 -1030.08 -959.62 -164.64 -1230.85 D529P -41.88 959.62 164.62 1269.88 486.06 1343.07 D530P 38.36 391.24 -71.99 79.12 544.87 331.07 D531P 38.36 -370.35 -763.23 -391.24 72.01 -536.06 D532P 38.36 319.36 -594.80 370.35 763.25 485.47 D533P 38.36 -39.30 -108.11 221.01 175.09 127.90 D534P 38.35 300.43 -194.23 39.30 108.12 239.13 D535P -17.86 107.73 120.26 58.49 335.86 165.20
17:07:07 03/17/10
-82.94 66.76 -13.99 20.42 -61.88 92.91 14.49 -593.78 -890.72 -52.38 -1742.72 684.71 -1695.10 3298.91 1652.29 -95.98 -192.89 233.04 220.25 -448.55 555.83 -53.76 -133.69 28.37 247.93 -1500.53 1128.01 588.90 491.67 295.44 2160.25 -468.81 -97.70 38.15 10.08 -2446.36 -1034.57 1187.20 365.93 1999.94 -902.29 423.19 -591.66 -660.77 505.89 -486.57 -719.71 391.98 332.85 -486.53 118.57 47.14 -60.61 453.32
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-17.86 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.00 60.82 60.82 60.82 60.81 60.81 60.81 60.80 60.80 60.80 60.80 60.80 60.80 60.80 60.80 60.80 60.80 37.55 204.70 37.55 37.55 37.56 37.56 1.69 1.68 1.11 -0.02 -0.01 204.70 60.80 60.81 60.81 60.81 60.82 37.55 37.55 37.55 37.56
-58.48 -23.48 5.90 -1.31 0.46 0.09 0.16 0.09 32.42 -8.79 2.29 -0.42 0.19 0.00 0.13 0.12 0.04 2727.99 1023.44 -977.61 -1074.15 293.60 -3247.86 4319.92 -676.79 -676.79 1571.29 -1177.26 383.48 1167.84 -797.80 -301.70 1468.29 1900.78 -174.27 -1753.84 -2242.86 -1747.86 -1120.42 -278.94 -1441.12 -349.86 -395.97 -39.40 -174.28 2364.66 2383.27 249.85 2497.71 -240.76 2735.50 -2175.83 1604.58 1888.01
-335.87 -191.56 -131.21 76.66 -55.24 -2.34 178.75 18.55 -193.14 -218.94 -207.94 -160.71 -83.81 -54.84 -74.20 -54.53 -2.96 -243.02 -1422.99 275.05 1145.26 -695.64 2090.01 -9751.70 -828.83 828.84 453.13 -1377.47 -73.00 1099.23 -2370.01 541.33 331.54 -203.77 1828.32 -2104.13 -235.02 -309.70 -205.88 264.64 -701.29 -3.76 -406.12 -53.42 -1828.31 7151.46 691.39 -3240.06 455.03 -3433.00 -2098.71 -572.28 -1274.01 -1289.23
-237.30 110.95 -293.97 -223.54 8.79 218.92 -26.50 49.35 -2.29 207.92 6.50 138.36 0.42 160.69 -1.60 428.08 -0.19 83.79 0.50 51.50 -0.13 74.18 -0.06 129.57 -0.12 54.51 0.06 420.72 -0.05 2.94 0.08 38.76 23.48 191.54 100.84 -2.88 -5.90 131.19 -26.50 -158.27 1.31 -76.68 6.50 -513.35 -0.46 55.22 -1.60 -190.26 0.09 33.65 0.50 -90.48 -0.09 2.32 -0.17 -94.72 -0.16 -178.77 -0.06 -456.27 -0.09 -18.57 0.06 -131.84 -0.00 -0.02 0.08 -5.38 -1023.45 1422.99 993.53 687.77 240.75 3433.01 619.33 984.72 -2497.72 -455.03 -1732.72 -89.73 -249.85 3240.06 -537.81 1781.32 -2383.28 -691.38 -641.72 -425.94 -4319.92 9751.70 -1869.07 2924.64 3790.77 -10225.68 1453.63 -3580.42 -2364.66 -7151.46 -614.16 -1611.45 -1571.29 -453.13 -387.20 64.71 1177.26 1377.47 331.46 220.76 -383.48 73.00 -310.75 -259.72 -1167.84 -1099.23 -155.08 -231.77 797.80 2370.01 259.18 457.44 301.70 -541.33 -91.54 -537.21 -1468.29 -331.53 -370.96 43.97 1050.52 690.81 291.91 118.48 2242.86 235.01 2496.16 18.82 -4686.80 -688.17 -4593.63 1077.42 -1900.78 203.76 -2194.96 -1141.36 -2735.50 2098.70 -2999.01 1122.70 -1888.01 1289.22 -2190.29 590.07 -1158.13 997.75 -1372.62 477.03 -328.84 999.84 -427.80 890.03 -2806.39 3821.76 -2989.70 2196.41 -236.51 -41.76 -582.77 -45.24 -277.90 285.42 -1215.40 -217.69 -28.49 33.63 -122.45 -35.70 774.16 561.29 283.44 -598.65 3790.78 10225.69 861.20 2431.21 3247.85 -2090.00 1663.84 -413.25 -293.61 695.65 -15.97 -928.43 1074.14 -1145.26 1693.88 -327.33 977.60 -275.05 425.66 -2142.05 2175.83 572.26 2958.64 -919.55 -1604.58 1274.00 -2277.36 422.73 1747.86 309.69 2019.54 -580.92 1590.75 186.55 2095.64 -664.27
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
528 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
37.56 -1590.75 -186.56 -1209.30 37.56 1209.30 -1027.82 1120.42 37.56 1158.13 -997.76 1072.77 37.56 -1072.77 -18.09 -969.04 1.68 610.25 -318.06 1441.12 1.68 -394.22 -400.76 -610.25 1.69 328.84 -999.82 394.22 1.69 271.48 -698.82 278.94 1.69 -244.89 249.91 -271.48 1.11 236.52 41.77 161.59 1.11 -161.57 328.71 -567.15 -0.02 -181.36 -195.69 -148.30 -0.02 -126.94 -188.68 -105.87 -0.02 -89.49 -55.05 -74.96 -0.01 -62.42 -100.68 -50.62 -0.01 -18.20 -45.03 -8.97 -0.01 -4.16 54.71 -0.94 -0.00 0.19 -17.18 0.49 -0.02 277.90 -285.44 181.36 -0.02 148.30 -176.70 126.94 -0.02 105.87 -106.35 89.49 -0.02 74.96 -62.33 62.42 -0.01 50.62 -61.50 39.40 -0.01 28.49 -33.65 18.20 -0.01 8.97 20.44 4.16 -0.00 0.94 34.38 -0.19 -0.00 -0.49 8.03 -0.00
1027.80 -1686.78 205.86 1403.45 18.08 1343.91 -125.80 -1230.00 701.30 1443.90 318.07 -707.01 400.78 508.94 -264.62 387.43 698.83 -363.46 -328.70 395.66 -7.07 -724.25 176.68 -594.57 106.33 -419.90 62.31 -296.61 61.48 -203.88 -20.46 -49.00 -34.40 -9.19 -8.05 1.22 195.67 828.31 188.66 496.42 55.03 352.36 100.66 247.79 53.40 162.36 45.01 84.21 -54.73 23.68 17.16 1.35 -0.02 -0.88
17:07:07 03/17/10
506.77 -495.15 -590.17 -86.68 269.75 -58.20 -421.65 -678.14 667.79 -285.16 319.66 -34.30 -148.52 13.10 -70.71 -118.10 36.63 -45.51 -161.89 21.58 -92.56 69.13 -14.60 20.49 -61.85 92.96 14.44
Helman O. Mozo
Page
Job
529 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 22 "VIENTO2"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------D0Z93P 0.3177 310.1 0.005241 0.0000 0.0000 0.0000 0.3177 308.8 93.34 D1Z93P 0.3176 0.2972 -0.005432 -0.5094 0.4778 0.0873 1.643 -1.028 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.003555 -0.003908 0.003507 0.0000 0.0000 0.0000 -3.526 -7.026 8.594 D4Z13P 0.002451 843.9 -56.73 0.0000 0.0000 0.0000 0.002451 837.2 -43.39 D5Z19P 0.01364 0.01281 0.01231 -0.0115 0.0639 0.3709 -6.327 -6.328 18.75 D6Z26P 0.01628 0.01551 0.01211 0.0000 0.0000 0.0000 -2.517 -5.817 26.3 D7Z31P 0.02791 1000 -67.5 0.0000 0.0000 0.0000 0.02791 994.5 -36.18 D8Z26P 0.01647 0.01483 0.01723 -0.0361 0.1015 0.4695 -5.816 -5.818 26.3 D9Z13P 0.005035 0.004127 0.009243 -0.1043 0.1394 0.2673 -6.698 -6.699 13.35 D10Z31P 0.02835 0.02691 0.01914 -0.1465 0.2094 0.5042 -5.466 -5.467 31.34 D11Z36P 0.04295 0.04178 0.02074 -0.0873 0.1500 0.4753 -5.115 -5.116 36.34 D12Z45P 0.0557 0.05449 0.02365 -0.1298 0.1873 0.4280 -4.547 -4.549 44.6 D13Z45P 0.05567 0.05508 0.01738 0.0000 0.0000 0.0000 -2.328 -4.548 44.59 D14Z50P 0.07842 818.1 -54.99 0.0000 0.0000 0.0000 0.07842 813.9 -4.635 D15Z55P 0.1002 0.09925 0.02385 -0.2962 0.3444 0.3667 -3.783 -3.784 55.31 D16Z68P 0.1521 0.1369 -0.004885 -0.1320 0.1592 0.0923 3.183 -2.894 67.95 D17Z68P 0.1577 0.157 0.0234 -0.2270 0.2644 0.2942 -2.874 -2.874 67.98 D18Z55P 0.0957 0.08516 -0.004475 -0.3196 0.3253 0.0477 3.979 -3.798 55.28 D19Z75P 0.1939 0.1782 -0.005161 -0.3491 0.3670 0.0759 2.728 -2.356 75.35 D20Z75P 0.1948 0.1945 0.02247 -0.2514 0.2827 0.2518 -2.339 -2.339 75.38 D21Z81P 0.2294 0.2108 -0.00518 -0.3580 0.3709 0.0849 2.362 -1.922 81.32 D22Z81P 0.2317 0.2316 0.02062 -0.3691 0.3968 0.2176 -1.901 -1.901 81.35 D23Z86P 0.2612 0.2612 0.01903 -0.3852 0.4092 0.1915 -1.565 -1.565 85.89 D24Z86P 0.2608 0.2421 -0.00533 -0.3941 0.4037 0.0878 2.087 -1.584 85.87 D25Z90P 0.287 0.2669 -0.005343 -0.4182 0.4430 0.0896 1.863 -1.31 89.59 D26Z90P 0.289 0.2891 0.01724 -0.4014 0.4251 0.1701 -1.287 -1.287 89.61 D27Z93P 0.3174 0.3174 0.0154 -0.4818 0.4971 0.1490 -1.008 -1.008 93.35 D28Z50P 0.07861 0.07749 0.02382 -0.2092 0.2609 0.3949 -4.136 -4.137 50.38 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.00144 1000 -98.66 0.0000 0.0000 0.0000 3.524 993 -90.07 D31Z19P 0.005512 0.001472 -0.002009 -0.0504 0.0562 0.0237 6.346 -6.339 18.73 D32Z26P 0.01847 795.8 -53.5 0.0000 0.0000 0.0000 2.551 790 -27.22 D33Z26P 0.01848 0.01655 -0.002897 -0.1160 0.1145 0.0278 5.851 -5.816 26.28 D34Z13P 0.003178 0.002297 -0.001581 0.0261 0.0169 0.0226 6.706 -6.701 13.34 D35Z31P 0.02791 0.02395 -0.003244 -0.0730 0.1079 0.0394 5.522 -5.47 31.32 D36Z36P 0.03795 0.03168 -0.003539 -0.1280 0.1346 0.0421 5.196 -5.126 36.32 D37Z45P 0.06114 0.0561 -0.004183 -0.1732 0.1813 0.0495 4.664 -4.547 44.57 D38Z45P 0.06113 1000 -83.38 0.0000 0.0000 0.0000 2.444 995.4 -38.81 D39Z50P 0.07841 0.07027 -0.004345 -0.1174 0.1571 0.0644 4.293 -4.144 50.35 D40Z113P 0.5113 0.5117 0.02218 -0.6174 0.6159 0.0466 -0.8137 -0.8133 113.3 D41Z113P 0.5113 0.5086 -0.005872 -0.6729 0.6187 0.1096 1.836 -0.8164 113.3 D42Z110P 0.476 0.4762 0.02151 -0.6025 0.6017 0.0637 -0.849 -0.8488 110 D43Z110P 0.4759 0.4701 -0.005812 -0.6531 0.6031 0.1059 1.801 -0.8549 109.9 D44Z107P 0.4416 0.4418 0.02068 -0.5810 0.5818 0.0807 -0.8834 -0.8832 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
530 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.4415 0.4083 0.4083 0.3765 0.3763 0.3464 0.3462 0.332 0.3607 0.3924 0.4245 0.4588 0.4934 0.5294 0.3316 0.3615 0.3919 0.425 0.4584 0.4937 0.5291 0.5508 0.562 0.5621 0.551 0.5791 0.5791 0.5968 0.5968 0.6146 0.6145 0.6326 0.6326 0.6509 0.6508 0.6692 0.6692 0.6876 0.6878 0.7258 0.7258 0.7001 0.7129 0.7127 0.7002 0.881 0.881 0.7338 0.7421 0.7505 0.759 0.7675 0.7761 0.7847
0.4328 0.4085 0.3966 0.3766 0.3616 0.3465 0.3287 0.3321 0.3443 0.3925 0.4141 0.459 0.489 0.5296 0.3126 0.3617 0.3787 0.4253 0.4511 0.4939 0.5278 0.5509 0.562 0.563 0.5512 0.5795 0.5808 0.5971 0.5988 0.6149 0.617 0.6329 0.6353 0.6512 0.654 0.6695 0.6726 0.6913 0.6879 0.7258 0.7319 0.7045 0.713 0.7179 0.7003 0.8809 0.8758 0.7395 0.7422 0.7547 0.759 0.7705 0.7761 0.7865
-0.005748 0.01968 -0.005676 0.01847 -0.005599 0.01706 -0.005518 0.0163 -0.005558 0.01913 -0.005713 0.02114 -0.005843 0.02248 -0.005476 0.01782 -0.005639 0.02022 -0.005781 0.02188 -0.005901 -0.006247 0.009608 -0.006444 0.0139 0.009907 -0.006484 0.01017 -0.006485 0.01039 -0.006522 0.01059 -0.006522 0.01075 -0.006551 0.01089 -0.006549 -0.006569 0.011 0.003149 -0.006883 -0.006665 0.005803 -0.00678 0.008428 0.004104 -0.006947 -0.006896 0.003445 -0.006908 0.003676 -0.00692 0.003842 -0.006927
-0.6413 -0.5655 -0.6102 -0.5302 -0.5983 -0.5102 -0.5404 -0.5048 -0.5670 -0.5522 -0.6250 -0.5947 -0.6638 -0.6133 -0.5512 -0.5188 -0.6020 -0.5749 -0.6431 -0.6134 -0.6641 -0.6980 -0.6403 -0.7116 -0.5869 -0.7250 -0.7203 -0.7093 -0.7305 -0.7205 -0.7360 -0.7312 -0.7461 -0.7385 -0.7527 -0.7409 -0.7502 -0.7614 -0.7395 -0.8057 -0.8004 -0.7803 -0.7164 -0.8098 -0.7161 -0.9038 -0.8393 -0.7774 -0.8543 -0.8053 -0.8759 -0.8208 -0.8883 -0.8282
17:07:07 03/17/10
0.5864 0.5636 0.5620 0.5312 0.5420 0.5088 0.4982 0.5000 0.5187 0.5505 0.5736 0.5948 0.6103 0.6241 0.4958 0.5186 0.5512 0.5742 0.5924 0.6107 0.6206 0.6502 0.6568 0.6698 0.6067 0.7099 0.7025 0.7160 0.7159 0.7213 0.7216 0.7332 0.7331 0.7384 0.7393 0.7454 0.7419 0.7403 0.7462 0.8081 0.8161 0.7346 0.7282 0.7445 0.7206 0.9046 0.9048 0.8470 0.8638 0.8691 0.8771 0.8863 0.8902 0.8923
0.1022 1.767 -0.8922 0.0978 -0.9167 -0.9165 0.0984 1.733 -0.9284 0.1149 -0.9485 -0.9484 0.0947 1.701 -0.9634 0.1319 -0.9786 -0.9785 0.0910 1.671 -0.9963 0.1405 -0.993 -0.9929 0.0929 1.686 -0.9807 0.1063 -0.9326 -0.9325 0.1003 1.75 -0.9109 0.0722 -0.8662 -0.866 0.1077 1.818 -0.836 0.0381 -0.7956 -0.7954 0.0892 1.657 -1.012 0.1234 -0.9635 -0.9633 0.0966 1.717 -0.9463 0.0893 -0.9 -0.8997 0.1040 1.783 -0.8739 0.0551 -0.8313 -0.8311 0.1114 1.854 -0.7972 0.1149 1.452 -0.3507 0.0269 -0.128 -0.128 0.1163 1.252 -0.127 0.0295 -0.3507 -0.3505 0.0272 -0.1109 -0.1105 0.1164 1.269 -0.1092 0.0275 -0.09322 -0.09285 0.1165 1.287 -0.09123 0.0278 -0.07544 -0.07507 0.1167 1.305 -0.07298 0.0280 -0.05739 -0.05712 0.1168 1.323 -0.05469 0.0283 -0.03913 -0.03884 0.1170 1.341 -0.03601 0.0286 -0.02076 -0.02054 0.1171 1.359 -0.01744 0.1172 1.378 0.001305 0.0289 -0.002217 -0.002128 0.0206 0.3758 0.3758 0.1271 1.076 0.3819 0.1234 1.277 0.1279 0.0225 0.2496 0.2497 0.1265 1.176 0.2546 0.0262 0.1235 0.1236 0.0206 0.531 0.5309 0.1270 1.231 0.5258 0.1271 1.084 0.3895 0.0206 0.3921 0.3922 0.1270 1.1 0.4047 0.0206 0.409 0.409 0.1270 1.117 0.4205 0.0206 0.4261 0.4261 0.1270 1.135 0.4365
106.6 103.3 103.3 100 99.97 96.68 96.65 95.02 98.31 101.7 105 108.3 111.6 114.9 94.99 98.34 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8
Helman O. Mozo
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Job
531 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 0.7934 0.7934 0.003959 -0.8963 D100Z136P 0.8021 0.8026 -0.006934 -0.8365 D101Z136P 0.8108 0.8108 0.004039 -0.9028 D102Z137P 0.8196 0.8188 -0.00694 -0.8416 D103Z138P 0.8284 0.8283 0.004086 -0.9064 D104Z138P 0.8372 0.8351 -0.006946 -0.8444 D105Z139P 0.8459 0.8459 0.004102 -0.9061 D106Z139P 0.8547 0.8514 -0.006946 -0.8400 D107Z140P 0.8635 0.8634 0.004104 -0.9042 D108Z140P 0.8722 0.8677 -0.006947 -0.8400 D109Z92P 0.3038 0.3038 0.01632 -0.4143 D111Z88P 0.2762 0.2763 0.01805 -0.4257 D113Z84P 0.2479 0.2478 0.01973 -0.3446 D115Z79P 0.2137 0.2135 0.02162 -0.3562 D117Z72P 0.1805 0.18 0.02254 -0.2737 D119Z62P 0.1433 0.1424 0.02215 -0.1904 D121Z9P 0.001453 0.003107 -0.001182 -0.0120 D122Z9P -0.003532 -0.00427 0.006859 -0.0274 D123Z132P 0.7421 0.747 -0.006893 -0.7858 D124Z133P 0.7589 0.7626 -0.006906 -0.8156 D125Z134P 0.7761 0.7785 -0.006918 -0.8246 D126Z135P 0.7934 0.7945 -0.006926 -0.8325 D127Z136P 0.8108 0.8107 -0.006933 -0.8394 D128Z138P 0.8284 0.827 -0.006939 -0.8437 D129Z139P 0.846 0.8433 -0.006945 -0.8424 D130Z140P 0.8635 0.8596 -0.006947 -0.8397 D131Z92P 0.3034 0.2827 -0.005362 -0.4778 D132Z88P 0.2746 0.2552 -0.005346 -0.3806 D133Z84P 0.246 0.2274 -0.005262 -0.4128 D134Z79P 0.2131 0.1958 -0.005172 -0.3017 D135Z72P 0.1719 0.1565 -0.005046 -0.3731 D136Z62P 0.143 0.1325 -0.004895 -0.1900 D137Z93P 310.1 0.2972 -0.01734 0.0000 D138Z93P 0.2977 0.2969 -0.02849 -0.5134 D139Z9P 1000 0.003093 98.66 0.0000 D140Z13P 492.9 0.001646 33.14 0.0000 D141Z26P 795.8 0.01655 53.49 0.0000 D142Z31P 587.5 0.02386 39.49 0.0000 D143Z45P 1000 0.05609 83.38 0.0000 D144Z50P 537.2 0.07023 36.1 0.0000 D145Z68P 0.1462 0.1452 -0.03314 -0.1460 D146Z55P 0.09254 0.09149 -0.03183 -0.3022 D147Z75P 0.1791 0.1781 -0.03349 -0.3230 D148Z81P 0.2158 0.2147 -0.03223 -0.3451 D149Z86P 0.243 0.2421 -0.03133 -0.3869 D150Z90P 0.2706 0.2697 -0.02988 -0.3906 D151Z9P -0.005364 -0.006003 -0.004974 0.0000 D152Z9P -0.004733 -0.005957 -0.008402 -0.0389 D153Z0P 0 0 0 0.0000 D154Z19P 0.01554 0.01434 -0.01489 -0.0264 D155Z26P 0.01244 0.01165 -0.01771 0.0000 D156Z26P 0.01325 0.01171 -0.02158 -0.0447 D157Z13P 0.00526 0.003817 -0.0113 -0.1503 D158Z31P 0.02552 0.02393 -0.02415 -0.1917
17:07:07 03/17/10
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Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.298 0.3177 -0.005484 -0.4757 0.5117 0.0001 D214Z9P -0.004779 -0.005384 -0.00467 0.0000 0.0000 0.0000 D215Z13P 0.00281 492.9 33.14 0.0000 0.0000 0.0000 D216Z26P 0.0132 0.01243 -0.01758 0.0000 0.0000 0.0000 D217Z31P 0.02545 587.5 39.49 0.0000 0.0000 0.0000 D218Z45P 0.04859 0.048 -0.02508 0.0000 0.0000 0.0000 D219Z50P 0.07133 537.2 36.1 0.0000 0.0000 0.0000 D220Z68P 0.138 0.1515 -0.004988 -0.1491 0.1200 0.0930 D221Z55P 0.0861 0.09459 -0.004602 -0.3102 0.3027 0.1867 D222Z75P 0.1791 0.1934 -0.005251 -0.3562 0.3363 0.0803 D223Z81P 0.2118 0.2292 -0.005259 -0.3731 0.3582 0.0497 D224Z86P 0.2432 0.2609 -0.005399 -0.3944 0.3831 0.0275 D225Z90P 0.2678 0.2871 -0.005404 -0.4307 0.4018 0.0105 D226Z9P 0.004674 1000 98.66 0.0000 0.0000 0.0000 D227Z9P 0.00473 0.0007945 -0.001328 -0.0063 0.0123 0.1444 D228Z0P 0 0 0 0.0000 0.0000 0.0000 D229Z19P 0.00278 0.004763 -0.002068 -0.0369 0.0318 0.2418 D230Z26P 0.01857 795.8 53.49 0.0000 0.0000 0.0000 D231Z26P 0.01869 0.01726 -0.00309 -0.0914 0.0971 0.2870 D232Z13P 0.004209 0.002401 -0.00174 -0.0033 -0.0446 0.1864 D233Z31P 0.02575 0.0267 -0.003435 -0.0868 0.0454 0.2877 D234Z36P 0.03313 0.03678 -0.003703 -0.1139 0.1046 0.2657 D235Z45P 0.05733 0.05998 -0.004332 -0.1633 0.1537 0.2264 D236Z45P 0.05731 1000 83.38 0.0000 0.0000 0.0000 D237Z50P 0.07137 0.0773 -0.004482 -0.1401 0.0986 0.1889 D238Z113P 0.509 0.5116 -0.005892 -0.6208 0.6716 -0.0808 D239Z110P 0.4706 0.4761 -0.005835 -0.6025 0.6537 -0.0673 D240Z107P 0.4333 0.4418 -0.005775 -0.5885 0.6385 -0.0538 D241Z103P 0.3971 0.4085 -0.00571 -0.5613 0.6114 -0.0404 D242Z100P 0.3622 0.3765 -0.005638 -0.5449 0.5944 -0.0269 D243Z97P 0.3293 0.3464 -0.005565 -0.4972 0.5422 -0.0134 D244Z98P 0.345 0.3607 -0.0056 -0.5185 0.5672 -0.0202 D245Z105P 0.4147 0.4247 -0.005743 -0.5742 0.6244 -0.0471 D246Z112P 0.4895 0.4936 -0.005863 -0.6128 0.6635 -0.0741 D247Z95P 0.3133 0.3317 -0.005528 -0.4994 0.5461 -0.0067 D248Z102P 0.3793 0.3921 -0.005675 -0.5515 0.6016 -0.0336 D249Z108P 0.4516 0.4587 -0.005805 -0.5922 0.6425 -0.0606 D250Z115P 0.5282 0.5294 -0.005919 -0.6147 0.6605 -0.0875 D251Z117P 0.5513 0.551 -0.006272 -0.6449 0.6858 -0.0920 D252Z118P 0.5632 0.5623 -0.006422 -0.6707 0.6944 -0.0929 D253Z119P 0.5807 0.5795 -0.00643 -0.7064 0.7179 -0.0921 D254Z121P 0.5988 0.5971 -0.006473 -0.7143 0.7329 -0.0914 D255Z122P 0.6169 0.6149 -0.006475 -0.7205 0.7371 -0.0906 D256Z124P 0.6354 0.6329 -0.006508 -0.7319 0.7475 -0.0899 D257Z125P 0.6539 0.6512 -0.006508 -0.7388 0.7527 -0.0891 D258Z126P 0.6727 0.6694 -0.006532 -0.7392 0.7549 -0.0884 D259Z128P 0.6914 0.6878 -0.006531 -0.7415 0.7558 -0.0876 D260Z131P 0.7319 0.7259 -0.006869 -0.8035 0.7799 -0.0719 D261Z129P 0.7047 0.7002 -0.006659 -0.7222 0.7796 -0.0852 D262Z130P 0.7181 0.7128 -0.006766 -0.7418 0.8023 -0.0784 D263Z141P 0.8761 0.8809 -0.006933 -0.9032 0.8410 -0.0719 D264Z131P 0.7394 0.7339 -0.006866 -0.8490 0.7813 -0.0719 D265Z133P 0.7548 0.7506 -0.00688 -0.8669 0.8050 -0.0719 D266Z134P 0.7706 0.7675 -0.006893 -0.8852 0.8226 -0.0719
17:07:07 03/17/10
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Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 0.7866 0.7847 D268Z136P 0.8027 0.8021 D269Z137P 0.819 0.8196 D270Z138P 0.8353 0.8371 D271Z139P 0.8517 0.8547 D272Z140P 0.8679 0.8721 D273Z132P 0.7471 0.7422 D274Z133P 0.7627 0.759 D275Z134P 0.7786 0.7761 D276Z135P 0.7946 0.7934 D277Z136P 0.8108 0.8108 D278Z138P 0.8272 0.8283 D279Z139P 0.8435 0.8459 D280Z140P 0.8598 0.8634 D281Z92P 0.2834 0.3034 D282Z88P 0.2564 0.2747 D283Z84P 0.2288 0.2463 D284Z79P 0.1967 0.2127 D285Z72P 0.1576 0.1714 D286Z62P 0.1335 0.1421 D287Z93P 310.1 0.3177 D288Z9P 1000 0.0007721 D289Z13P 843.9 0.001781 D290Z26P 795.8 0.01726 D291Z31P 1000 0.02667 D292Z45P 1000 0.05997 D293Z50P 818.1 0.07731 D294Z9P -0.003894 -0.004294 D295Z26P 0.01553 0.01473 D296Z45P 0.05508 0.05446 D297Z131P 0.7338 0.734 D298Z133P 0.7505 0.7506 D299Z134P 0.7675 0.7676 D300Z135P 0.7847 0.7847 D301Z136P 0.8021 0.8021 D302Z137P 0.8196 0.8196 D303Z138P 0.8372 0.8371 D304Z139P 0.8547 0.8546 D305Z140P 0.8722 0.8721
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17:07:07 03/17/10
0.8284 0.8374 0.8427 0.8460 0.8405 0.8409 0.7961 0.8147 0.8268 0.8344 0.8409 0.8445 0.8438 0.8414 0.4694 0.3717 0.4021 0.2923 0.3612 0.1769 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8488 0.8683 0.8858 0.8930 0.9014 0.9065 0.9091 0.9051 0.9049
-0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 -0.0719 0.0068 0.0159 0.0408 0.0574 0.1009 0.1318 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206 0.0206
0.4366 0.4527 0.469 0.4853 0.5017 0.5179 0.3971 0.4127 0.4286 0.4446 0.4608 0.4772 0.4935 0.5098 -1.156 -1.436 -1.739 -2.119 -2.603 -3.271 308.8 993 837.2 790 994.5 995.4 813.9 -7.026 -5.817 -4.548 0.3838 0.4005 0.4175 0.4347 0.4521 0.4696 0.4872 0.5047 0.5222
1.135 1.152 1.17 1.187 1.205 1.222 1.092 1.109 1.126 1.143 1.161 1.178 1.196 1.213 1.743 1.967 2.214 2.529 2.932 3.547 0.3177 3.523 0.001781 2.55 0.02667 2.443 0.07731 -3.527 -2.518 -2.329 0.384 0.4006 0.4176 0.4347 0.4521 0.4696 0.4871 0.5046 0.5221
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.34 -90.07 -43.39 -27.22 -36.18 -38.81 -4.635 8.594 26.3 44.59 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "VIENTO2": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D2Z0P -98.93 0.0 -95.85 0.0 -970.62 0.0 0.0 980.35 0.0 -1.49 0.0 1.2 0.0 -1.00 0.0 0.0 D29Z0P -29.67 0.0 9.62 0.0 179.22 0.0 0.0 181.91 0.0 0.84 0.0 -0.4 0.0 -0.00 0.0 0.0 D153Z0P -124.13 0.0 -118.20 0.0 1194.68 0.0 0.0 1206.92 0.0 -1.83 0.0 1.5 0.0 -0.00 0.0 0.0 D228Z0P 1.72 0.0 -23.97 0.0 153.49 0.0 0.0 155.36 0.0 0.28 0.0 -1.1 0.0 -0.93 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO2":
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.3101 0.3101 -0.7969 -0.3098 -0.0000 0.7969 0.3177 310.1180 0.0052 D1Z93P 0.6432 0.6432 -1.6272 -0.6429 -0.6429 1.6272 0.3176 0.2972 -0.0054 D2Z0P 0.8027 0.8027 -2.4977 98.1308 95.0515 973.1209 0.0000 0.0000 0.0000 D3Z9P 1.4741 1.4741 -5.1195 -1.4741 -1.4741 5.1195 -0.0036 -0.0039 0.0035 D4Z13P 0.6714 0.6714 -2.6218 -0.6714 0.1724 2.5650 0.0025 843.8577 -56.7333 D5Z19P 5.0873 2.4160 -8.1856 -5.0872 -2.4160 8.1856 0.0136 0.0128 0.0123 D6Z26P 0.7994 0.7994 -3.1120 -0.7994 -0.7994 3.1121 0.0163 0.0155 0.0121 D7Z31P 0.7994 0.7994 -3.1120 -0.7994 0.2047 3.0445 0.0279 1000.0000 -67.4994 D8Z26P 4.4675 1.7581 -5.5638 -4.4675 -1.7581 5.5638 0.0165 0.0148 0.0172 D9Z13P 1.6033 0.9150 -3.8698 -1.6033 -0.9150 3.8698 0.0050 0.0041 0.0092 D10Z31P 6.6659 2.3326 -7.1120 -6.6658 -2.3326 7.1121 0.0284 0.0269 0.0191 D11Z36P 2.0081 2.0081 -5.6179 -2.0081 -2.0081 5.6179 0.0430 0.0418 0.0207 D12Z45P 1.2459 1.2459 -4.2542 -1.2459 -1.2459 4.2542 0.0557 0.0545 0.0236 D13Z45P 1.2459 1.2459 -4.2542 -1.2459 -1.2459 4.2542 0.0557 0.0551 0.0174 D14Z50P 0.6807 0.6807 -2.0983 -0.6807 0.1374 2.0434 0.0784 818.1234 -54.9904 D15Z55P 1.9577 1.9577 -5.5598 -1.9576 -1.9576 5.5598 0.1002 0.0992 0.0239 D16Z68P 4.6271 4.6271 -5.6802 -4.6269 -4.6269 5.6802 0.1521 0.1369 -0.0049 D17Z68P 4.6271 4.6271 -5.6802 -4.6269 -4.6269 5.6802 0.1577 0.1570 0.0234 D18Z55P 4.4912 4.4912 -5.9398 -4.4911 -4.4911 5.9398 0.0957 0.0852 -0.0045 D19Z75P 1.2454 1.2454 -3.1649 -1.2452 -1.2452 3.1649 0.1939 0.1782 -0.0052 D20Z75P 3.9486 3.9486 -3.5449 -3.9484 -3.9484 3.5449 0.1948 0.1945 0.0225 D21Z81P 0.9579 0.9579 -2.3461 -0.9577 -0.9577 2.3461 0.2294 0.2108 -0.0052 D22Z81P 0.9579 0.9579 -2.3461 -0.9577 -0.9577 2.3461 0.2317 0.2316 0.0206 D23Z86P 0.7594 0.7594 -1.8579 -0.7591 -0.7591 1.8579 0.2612 0.2612 0.0190 D24Z86P 0.7594 0.7594 -1.8579 -0.7591 -0.7591 1.8579 0.2608 0.2421 -0.0053 D25Z90P 0.6750 0.6750 -1.6682 -0.6747 -0.6747 1.6682 0.2870 0.2669 -0.0053 D26Z90P 0.6750 0.6750 -1.6682 -0.6747 -0.6747 1.6682 0.2890 0.2891 0.0172 D27Z93P 0.6432 0.6432 -1.6272 -0.6429 -0.6429 1.6272 0.3174 0.3174 0.0154 D28Z50P 0.6807 0.6807 -2.0983 -0.6807 -0.6807 2.0984 0.0786 0.0775 0.0238 D29Z0P 0.8027 0.8027 -2.4977 28.8711 -10.4210 -176.7221 0.0000 0.0000 0.0000 D30Z9P 1.4741 1.4741 -5.1195 -1.4741 -0.0066 5.0208 0.0014 1000.0000 -98.6623 D31Z19P 1.4708 1.4708 -5.7338 -1.4708 -1.4708 5.7338 0.0055 0.0015 -0.0020 D32Z26P 0.7994 0.7994 -3.1120 -0.7994 -0.0036 3.0585 0.0185 795.8283 -53.5004 D33Z26P 0.7994 0.7994 -3.1120 -0.7994 -0.7994 3.1120 0.0185 0.0166 -0.0029 D34Z13P 0.6714 0.6714 -2.6218 -0.6714 -0.6714 2.6218 0.0032 0.0023 -0.0016 D35Z31P 0.7994 0.7994 -3.1120 -0.7994 -0.7994 3.1120 0.0279 0.0240 -0.0032 D36Z36P 1.3646 1.3646 -5.2679 -1.3646 -1.3646 5.2679 0.0380 0.0317 -0.0035 D37Z45P 1.2459 1.2459 -4.2542 -1.2459 -1.2459 4.2542 0.0611 0.0561 -0.0042 D38Z45P 1.2459 1.2459 -4.2542 -1.2459 -0.0056 4.1708 0.0611 1000.0000 -83.3833 D39Z50P 0.6807 0.6807 -2.0983 -0.6807 -0.6807 2.0983 0.0784 0.0703 -0.0043 D40Z113P 0.3458 0.3458 -0.8655 -0.3453 -0.3453 0.8655 0.5113 0.5117 0.0222 D41Z113P 0.3458 0.3458 -0.8655 -0.3453 -0.3453 0.8655 0.5113 0.5086 -0.0059 D42Z110P 0.3437 0.3437 -0.8655 -0.3432 -0.3432 0.8655 0.4760 0.4762 0.0215 D43Z110P 0.3437 0.3437 -0.8655 -0.3432 -0.3432 0.8655 0.4759 0.4701 -0.0058 D44Z107P 0.3574 0.3574 -0.9179 -0.3570 -0.3570 0.9179 0.4416 0.4418 0.0207 D45Z107P 0.3574 0.3574 -0.9179 -0.3570 -0.3570 0.9179 0.4415 0.4328 -0.0057 D46Z103P 0.3550 0.3550 -0.9179 -0.3546 -0.3546 0.9179 0.4083 0.4085 0.0197 D47Z103P 0.3550 0.3550 -0.9179 -0.3546 -0.3546 0.9179 0.4083 0.3966 -0.0057 D48Z100P 0.3369 0.3369 -0.8655 -0.3365 -0.3365 0.8655 0.3765 0.3766 0.0185 D49Z100P 0.3369 0.3369 -0.8655 -0.3365 -0.3365 0.8655 0.3763 0.3616 -0.0056
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
536 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.3101 0.3101 0.3101 0.6470 0.6919 1.5120 0.7011 0.6895 0.6659 0.3101 0.6470 0.6919 1.5120 0.7011 0.6895 0.6659 0.3201 0.4712 0.4712 0.3201 0.3027 0.3027 1.6487 1.6487 0.3042 0.3042 0.3006 0.3006 1.6522 1.6522 0.2978 0.2978 0.2781 0.2781 0.1772 0.1772 0.1291 0.1291 0.1291 0.1291 0.0518 0.0518 0.0482 0.0964 0.0482 0.0966 0.0483 1.3598 0.0484 0.0969 0.0485 0.0971 0.0486 0.0972
0.3101 0.3101 0.3101 0.6470 0.6919 1.5120 0.7011 0.6895 0.6659 0.3101 0.6470 0.6919 1.5120 0.7011 0.6895 0.6659 0.3201 0.4712 0.4712 0.3201 0.3027 0.3027 1.6487 1.6487 0.3042 0.3042 0.3006 0.3006 1.6522 1.6522 0.2978 0.2978 0.2781 0.2781 0.1772 0.1772 0.1291 0.1291 0.1291 0.1291 0.0518 0.0518 0.0482 0.0964 0.0482 0.0966 0.0483 1.3598 0.0484 0.0969 0.0485 0.0971 0.0486 0.0972
-0.7969 -0.7969 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.7969 -1.6623 -1.7833 -3.1557 -1.7833 -1.7309 -1.6774 -0.8119 -1.3109 -1.3109 -0.8119 -0.9792 -0.9792 -2.1004 -2.1004 -0.9604 -0.9604 -0.9494 -0.9494 -2.0784 -2.0784 -0.9384 -0.9384 -0.7035 -0.7035 -0.3307 -0.3307 -0.2343 -0.2343 -0.2343 -0.2343 -0.1032 -0.1032 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -0.1928
-0.3098 -0.3098 -0.3098 -0.6466 -0.6915 -1.5116 -0.7006 -0.6890 -0.6654 -0.3098 -0.6466 -0.6915 -1.5116 -0.7006 -0.6890 -0.6654 -0.3195 -0.4707 -0.4707 -0.3195 -0.3021 -0.3021 -1.6481 -1.6481 -0.3036 -0.3036 -0.3000 -0.3000 -1.6515 -1.6515 -0.2971 -0.2971 -0.2774 -0.2774 -0.1765 -0.1765 -0.1284 -0.1283 -0.1283 -0.1284 -0.0510 -0.0510 -0.0474 -0.0957 -0.0475 -0.0958 -0.0476 -1.3591 -0.0476 -0.0961 -0.0477 -0.0963 -0.0478 -0.0964
17:07:07 03/17/10
-0.3098 -0.3098 -0.3098 -0.6466 -0.6915 -1.5116 -0.7006 -0.6890 -0.6654 -0.3098 -0.6466 -0.6915 -1.5116 -0.7006 -0.6890 -0.6654 -0.3195 -0.4707 -0.4707 -0.3195 -0.3021 -0.3021 -1.6481 -1.6481 -0.3036 -0.3036 -0.3000 -0.3000 -1.6515 -1.6515 -0.2971 -0.2971 -0.2774 -0.2774 -0.1765 -0.1765 -0.1284 -0.1283 -0.1283 -0.1284 -0.0510 -0.0510 -0.0474 -0.0957 -0.0475 -0.0958 -0.0476 -1.3591 -0.0476 -0.0961 -0.0477 -0.0963 -0.0478 -0.0964
0.7969 0.7969 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.7969 1.6624 1.7833 3.1558 1.7833 1.7309 1.6774 0.8119 1.3109 1.3109 0.8119 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7034 0.7035 0.3307 0.3307 0.2342 0.2343 0.2342 0.2343 0.1032 0.1032 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1928 0.0964 0.1928 0.0964 0.1928
0.3464 0.3462 0.3320 0.3607 0.3924 0.4245 0.4588 0.4934 0.5294 0.3316 0.3615 0.3919 0.4250 0.4584 0.4937 0.5291 0.5508 0.5620 0.5621 0.5510 0.5791 0.5791 0.5968 0.5968 0.6146 0.6145 0.6326 0.6326 0.6509 0.6508 0.6692 0.6692 0.6876 0.6878 0.7258 0.7258 0.7001 0.7129 0.7127 0.7002 0.8810 0.8810 0.7338 0.7421 0.7505 0.7590 0.7675 0.7761 0.7847 0.7934 0.8021 0.8108 0.8196 0.8284
0.3465 0.3287 0.3321 0.3443 0.3925 0.4141 0.4590 0.4890 0.5296 0.3126 0.3617 0.3787 0.4253 0.4511 0.4939 0.5278 0.5509 0.5620 0.5630 0.5512 0.5795 0.5808 0.5971 0.5988 0.6149 0.6170 0.6329 0.6353 0.6512 0.6540 0.6695 0.6726 0.6913 0.6879 0.7258 0.7319 0.7045 0.7130 0.7179 0.7003 0.8809 0.8758 0.7395 0.7422 0.7547 0.7590 0.7705 0.7761 0.7865 0.7934 0.8026 0.8108 0.8188 0.8283
0.0171 -0.0055 0.0163 -0.0056 0.0191 -0.0057 0.0211 -0.0058 0.0225 -0.0055 0.0178 -0.0056 0.0202 -0.0058 0.0219 -0.0059 -0.0062 0.0096 -0.0064 0.0139 0.0099 -0.0065 0.0102 -0.0065 0.0104 -0.0065 0.0106 -0.0065 0.0107 -0.0066 0.0109 -0.0065 -0.0066 0.0110 0.0031 -0.0069 -0.0067 0.0058 -0.0068 0.0084 0.0041 -0.0069 -0.0069 0.0034 -0.0069 0.0037 -0.0069 0.0038 -0.0069 0.0040 -0.0069 0.0040 -0.0069 0.0041
Helman O. Mozo
Page
Job
537 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.0487 1.3692 0.0487 0.1006 0.0518 0.3331 2.0852 2.1433 0.5405 3.3823 3.8753 1.4741 1.4741 0.0964 0.0966 1.3598 0.0969 0.0971 0.0972 1.3692 0.1006 0.3331 0.3419 0.4175 0.5405 0.7050 3.8753 0.3101 0.6432 1.4741 0.6714 0.7994 0.7994 1.2459 0.6807 4.6271 1.9577 1.2454 0.9579 0.7594 0.6750 1.4741 3.9322 0.8027 1.4708 0.7994 0.7994 0.6714 1.2704 1.3646 1.2459 1.2459 1.1949 0.3458
0.0487 1.3692 0.0487 0.1006 0.0518 0.3331 2.0852 2.1433 0.5405 3.3823 3.8753 1.4741 1.4741 0.0964 0.0966 1.3598 0.0969 0.0971 0.0972 1.3692 0.1006 0.3331 0.3419 0.4175 0.5405 0.7050 3.8753 0.3101 0.6432 1.4741 0.6714 0.7994 0.7994 1.2459 0.6807 4.6271 1.9577 1.2454 0.9579 0.7594 0.6750 1.4741 3.9322 0.8027 1.4708 0.7994 0.7994 0.6714 1.2704 1.3646 1.2459 1.2459 1.1949 0.3458
-0.0964 -0.0478 -0.0478 0.0964 0.8372 -1.2248 -1.3683 -1.3683 1.2248 0.8459 -0.0964 -0.0479 -0.0479 0.0964 0.8547 -0.1996 -0.0997 -0.0997 0.1996 0.8635 -0.1032 -0.0510 -0.0510 0.1032 0.8722 -0.8303 -0.3328 -0.3328 0.8303 0.3038 -1.2179 -2.0849 -2.0849 1.2179 0.2762 -1.4000 -2.1431 -2.1431 1.4000 0.2479 -1.3261 -0.5402 -0.5402 1.3262 0.2137 -2.2188 -3.3821 -3.3821 2.2188 0.1805 -3.8414 -3.8751 -3.8751 3.8414 0.1433 -5.1195 -1.4741 -1.4741 5.1195 0.0015 -5.1195 -1.4741 -1.4741 5.1195 -0.0035 -0.1928 -0.0957 -0.0957 0.1928 0.7421 -0.1928 -0.0958 -0.0958 0.1928 0.7589 -1.2248 -1.3591 -1.3591 1.2248 0.7761 -0.1928 -0.0961 -0.0961 0.1928 0.7934 -0.1928 -0.0963 -0.0963 0.1928 0.8108 -0.1928 -0.0964 -0.0964 0.1928 0.8284 -1.2248 -1.3683 -1.3683 1.2248 0.8460 -0.1996 -0.0997 -0.0997 0.1996 0.8635 -0.8303 -0.3328 -0.3328 0.8303 0.3034 -0.8379 -0.3416 -0.3416 0.8379 0.2746 -1.0200 -0.4172 -0.4172 1.0200 0.2460 -1.3261 -0.5402 -0.5403 1.3261 0.2131 -1.8388 -0.7048 -0.7048 1.8388 0.1719 -3.8414 -3.8751 -3.8751 3.8414 0.1430 -0.7969 -0.0000 -0.3098 0.7969 310.1180 -1.6272 -0.6429 -0.6429 1.6272 0.2977 -5.1195 -0.0066 -1.4741 5.2182 1000.0000 -2.6218 -0.1785 -0.6714 2.6549 492.9157 -3.1120 -0.0036 -0.7994 3.1655 795.8302 -3.1120 -0.2119 -0.7994 3.1515 587.5456 -4.2542 -0.0056 -1.2459 4.3376 1000.0000 -2.0983 -0.1435 -0.6807 2.1344 537.2459 -5.6802 -4.6269 -4.6269 5.6801 0.1462 -5.5598 -1.9576 -1.9576 5.5597 0.0925 -3.1649 -1.2452 -1.2452 3.1649 0.1791 -2.3461 -0.9577 -0.9577 2.3461 0.2158 -1.8579 -0.7591 -0.7591 1.8578 0.2430 -1.6682 -0.6747 -0.6747 1.6682 0.2706 -5.1195 -1.4741 -1.4741 5.1195 -0.0054 -5.4995 -3.9322 -3.9322 5.4995 -0.0047 -2.4977 123.3281 117.3930 -1192.1855 0.0000 -5.7338 -1.4708 -1.4708 5.7338 0.0155 -3.1120 -0.7994 -0.7994 3.1120 0.0124 -3.1120 -0.7994 -0.7994 3.1120 0.0133 -2.6218 -0.6714 -0.6714 2.6218 0.0053 -3.2620 -1.2704 -1.2704 3.2620 0.0255 -5.2679 -1.3646 -1.3646 5.2679 0.0406 -4.2542 -1.2459 -1.2459 4.2542 0.0486 -4.2542 -1.2459 -1.2459 4.2542 0.0480 -2.2483 -1.1948 -1.1948 2.2483 0.0715 -0.8655 -0.3453 -0.3453 0.8654 0.5091
17:07:07 03/17/10
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Helman O. Mozo
Page
Job
538 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
540 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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17:07:07 03/17/10
-0.0510 -0.0957 -0.0958 -1.3591 -0.0961 -0.0963 -0.0964 -1.3683 -0.0997 -0.3328 -2.0849 -2.1431 -0.5402 -0.7048 -3.8751 -0.3098 -1.4741 -0.6714 -0.7994 -0.7994 -1.2459 -0.6807 -1.4741 -0.7994 -1.2459 -0.0474 -0.0475 -0.0476 -0.0476 -0.0477 -0.0478 -0.0478 -0.0479 -0.0510
0.1032 0.8679 0.1928 0.7471 0.1928 0.7627 1.2248 0.7786 0.1928 0.7946 0.1928 0.8108 0.1928 0.8272 1.2248 0.8435 0.1996 0.8598 0.8303 0.2834 1.2179 0.2564 1.4000 0.2288 1.3261 0.1967 1.8388 0.1576 3.8414 0.1335 0.7969 310.1180 5.0208 1000.0000 2.5650 843.8577 3.0585 795.8299 3.0445 1000.0000 4.1708 1000.0000 2.0434 818.1234 5.1195 -0.0039 3.1121 0.0155 4.2542 0.0551 0.0964 0.7338 0.0964 0.7505 0.0964 0.7675 0.0964 0.7847 0.0964 0.8021 0.0964 0.8196 0.0964 0.8372 0.0964 0.8547 0.1032 0.8722
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ---------------------------------------------------------------------D127P 82.69 858.34 -271.78 -468.62 1663.10 227.16 810.96 D128P 82.69 468.62 -1663.08 -165.39 4279.16 148.55 1281.62 D129P 82.68 -146.04 -1032.21 347.77 -1760.79 100.58 -1392.53 D130P 82.68 -64.61 -349.88 -503.67 4266.64 -230.84 1590.99 D131P 82.67 -34.28 141.89 264.71 -2892.20 70.76 -844.59 D132P 82.67 -162.32 -1942.77 -664.91 11762.77 -204.31 2425.32 D133P 82.66 664.91 -11762.77 622.76 -14441.79 230.78 -4696.48 D134P 82.66 36.61 -1161.10 -398.69 -10371.79 -73.11 -2328.83 D135P 82.66 36.61 1161.10 381.10 -567.92 71.94 102.16 D136P 82.66 -381.10 567.93 -369.19 1910.25 -90.48 298.86 D137P 82.66 369.19 -1910.25 11.75 73.57 75.85 -365.69 D138P 82.66 -11.75 -73.56 444.22 -1311.63 85.51 -273.88 D139P 82.66 -444.22 1311.64 -505.44 3301.11 -125.22 608.22
0.8721 0.7422 0.7590 0.7761 0.7934 0.8108 0.8283 0.8459 0.8634 0.3034 0.2747 0.2463 0.2127 0.1714 0.1421 0.3177 0.0008 0.0018 0.0173 0.0267 0.0600 0.0773 -0.0043 0.0147 0.0545 0.7340 0.7506 0.7676 0.7847 0.8021 0.8196 0.8371 0.8546 0.8721
-0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0054 -0.0054 -0.0053 -0.0053 -0.0051 -0.0050 0.0052 -98.6625 -56.7333 -53.5006 -67.4994 -83.3834 -54.9904 0.0037 0.0124 0.0174 0.0033 0.0036 0.0038 0.0039 0.0040 0.0041 0.0041 0.0041 0.0041
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
82.66 82.65 82.65 56.60 383.17 56.59 56.60 56.60 56.61 3.70 3.69 33.76 -0.04 -0.02 383.16 82.66 82.67 82.67 82.68 82.68 56.60 56.60 56.60 56.61 56.61 56.61 56.61 56.61 3.69 3.69 3.70 3.70 3.70 33.77 33.77 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00 -0.04 -0.03 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00 -18.25 -18.25 -18.25
505.44 -71.49 -386.89 -1444.98 424.42 -803.79 2027.67 1525.45 1001.54 -372.73 5.24 174.67 246.44 -21.42 424.42 398.69 -264.71 503.67 -347.77 165.39 -3462.08 1771.85 -1968.50 -2325.56 1448.54 -1543.98 -1579.52 1090.52 465.50 -214.09 678.68 257.53 257.14 -50.03 149.73 -163.87 -44.25 -27.40 -37.17 -20.00 15.63 -11.65 54.43 -90.89 -22.64 -19.08 -16.07 -7.47 11.08 15.27 8.30 -6617.94 -2372.91 1519.93
-3301.11 686.95 418.82 -2297.38 2358.41 410.08 2051.48 1591.82 963.01 -421.67 -1680.65 186.00 -546.69 10.27 -2358.39 10371.80 2892.21 -4266.63 1760.80 -4279.15 -4197.33 1755.30 -2723.63 -2806.08 1462.50 -2087.14 -1712.69 829.53 369.43 -922.53 -191.61 170.07 -10.12 -53.32 486.79 10.01 32.65 136.83 19.06 10.51 126.70 12.46 -354.71 -311.68 -255.39 -191.27 -109.36 -63.84 -54.94 -37.49 -0.43 639.37 262.47 -82.43
71.49 386.89 -325.14 -2027.68 784.29 1444.97 3462.07 2325.55 1579.51 -678.70 -394.41 50.03 -54.45 7.46 293.41 622.76 162.32 34.28 64.61 146.04 -1771.86 1968.49 -1525.46 -1448.56 1543.96 -1001.55 -1090.53 614.57 -5.25 -465.51 214.07 372.72 -257.55 -149.72 560.82 90.88 22.63 19.07 16.06 -11.09 -15.28 -8.32 163.85 44.24 27.39 37.15 21.41 19.98 -15.65 11.64 -0.01 2372.92 -1881.66 4555.34
-686.95 -418.82 856.11 -2051.48 -1286.20 2297.37 4197.32 2806.07 1712.68 191.62 1503.57 53.34 354.69 63.82 1099.07 14441.79 1942.78 -141.89 349.89 1032.22 -1755.31 2723.62 -1591.83 -1462.51 2087.13 -963.02 -829.54 1029.52 1680.66 -369.42 922.54 421.68 -170.06 -486.77 -209.58 311.66 255.37 191.26 109.34 54.93 37.48 0.41 -10.03 -32.67 -136.85 -19.08 -10.28 -10.53 -126.72 -12.47 -0.02 -262.47 185.96 -37.52
17:07:07 03/17/10
106.46 66.10 -82.52 -2091.96 1142.21 385.09 3307.07 2319.88 1554.85 -740.07 -273.93 223.32 346.28 -25.19 339.17 142.91 -30.25 196.30 -134.28 179.90 -3152.98 2253.22 -2104.80 -2273.57 1802.72 -1533.45 -1608.47 1027.17 323.96 -478.35 628.39 443.61 -0.28 -198.53 706.19 -131.64 -39.00 -15.03 -38.07 -56.07 0.63 -36.02 393.70 -84.15 8.56 32.59 9.62 22.57 -8.25 48.52 14.95 -2474.30 -2084.33 3029.00
-735.89 56.19 147.75 -2619.80 1013.22 1626.10 3764.33 2649.33 1611.86 -161.93 -124.64 237.87 -346.28 133.63 -595.02 3471.64 1428.60 -1608.62 1000.95 -1875.68 -3585.92 2698.14 -2599.67 -2571.44 2138.33 -1837.44 -1531.47 1119.91 1443.00 -909.36 514.48 416.52 -126.82 -536.77 275.50 580.18 519.48 591.75 231.59 118.03 296.11 23.21 -657.84 -621.06 -707.44 -379.40 -215.78 -134.12 -327.64 -90.12 -0.80 219.69 219.69 -59.80
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
-18.24 -18.24 -18.24 -18.24 -18.24 -18.24 -18.24 -18.24 -18.24 -18.24 -18.24 -18.24 -18.24 42.35 104.85 42.35 42.35 42.35 42.35 -7.13 -7.13 18.74 -0.00 -0.00 104.85 -18.24 -18.24 -18.24 -18.25 -18.25 42.35 42.35 42.35 42.35 42.35 42.35 42.35 42.35 -7.13 -7.13 -7.13 -7.13 -7.13 18.74 18.74 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
873.75 313.45 -688.95 -3015.41 1279.81 1279.82 -3386.50 2814.91 -567.71 -3084.87 2752.68 129.12 -2971.65 1828.55 456.19 -4228.30 -2100.39 -1849.83 -1243.39 -253.62 -1335.76 102.47 -115.57 -54.33 456.21 -2966.32 -1513.49 110.48 -4555.33 1881.67 1904.56 -2452.39 1047.80 1420.09 -1673.06 815.25 685.17 -824.65 588.21 -113.65 552.60 292.03 41.96 -192.99 47.83 -219.19 -164.07 -50.41 -78.76 -23.99 61.76 7.30 131.76 64.70
7.89 -12.21 3.35 1.36 -1.45 1.45 25.61 -31.04 1.21 -62.02 108.78 -89.87 -137.55 2478.87 -455.26 -5130.90 -3365.00 -3135.79 -2085.50 -130.86 -830.06 160.91 50.84 -40.78 455.26 4.79 5.01 -26.71 37.52 -185.96 2761.51 -3984.16 1640.98 2094.68 -2809.38 1356.65 900.14 -1238.64 365.62 -802.76 -263.45 -555.79 186.91 -94.96 -13.98 -221.21 -123.08 -48.71 -74.16 -33.70 37.53 -13.02 -72.04 -158.98
-110.48 1513.50 3015.41 -4533.81 2966.31 3386.50 -2814.90 567.71 3084.88 -2752.68 -129.12 2971.65 -2344.51 2100.38 5749.15 -1828.56 -1904.57 -1420.11 -685.18 -552.61 -4344.45 192.97 -131.78 -15.53 -1491.75 -4533.82 688.96 -313.44 -873.74 -1519.92 2452.38 -1047.81 1849.82 1673.04 -815.27 1243.37 824.64 -894.27 1335.75 -588.22 113.63 253.61 -292.05 -47.85 45.75 -64.71 -26.56 -11.10 -24.26 15.53 23.05 0.70 219.17 164.05
26.71 -5.01 -1.36 -10.69 -4.79 -25.61 31.04 -1.21 62.02 -108.78 89.87 137.55 -242.29 3364.99 -380.71 -2478.88 -2761.52 -2094.69 -900.15 263.47 3786.09 94.96 72.02 23.99 205.82 10.69 -3.35 12.21 -7.89 82.43 3984.15 -1640.99 3135.78 2809.37 -1356.66 2085.49 1238.63 -1215.40 830.07 -365.60 802.77 130.87 555.80 13.98 -116.17 158.96 72.69 48.22 44.23 -15.19 -25.54 -7.63 221.20 123.06
17:07:07 03/17/10
310.04 561.04 574.58 -1353.00 857.41 803.70 -747.86 673.49 497.69 -769.71 484.11 649.86 -616.10 2366.83 5863.94 -3637.76 -2412.63 -1969.84 -1161.79 -567.48 -3998.14 293.63 -446.11 -126.00 -489.28 -1049.33 -243.62 -74.06 -2574.62 208.98 2624.66 -2108.55 1745.55 1863.34 -1498.99 1240.14 909.52 -1035.50 1354.22 -494.02 468.94 384.06 -176.02 -239.36 93.00 -512.04 -343.82 -110.95 -185.81 -15.26 152.96 14.44 632.95 412.57
14.05 -5.29 0.49 -1.67 -1.26 -4.16 6.83 -6.42 12.50 -22.52 36.66 9.99 -44.02 3520.39 -789.98 -4570.43 -3690.68 -3150.89 -1798.58 93.34 2080.67 254.30 221.61 -30.29 312.35 2.16 0.49 -5.29 14.05 -59.81 4063.65 -3388.64 2877.56 2954.25 -2509.67 2073.58 1288.42 -1478.34 841.61 -822.38 379.61 -299.09 522.77 -80.49 -129.34 -112.27 -90.87 -0.89 -53.97 -88.17 21.62 -37.26 269.03 -64.78
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -279.41 -279.40 -279.40 -279.40 -279.40 -279.40 -279.41 -279.41 -279.41 -279.42 -279.42 45.09 247.04 446.16 486.47 836.85 -205.59 -368.64 -205.59 -205.59 -205.59 -205.60 20.56 20.56 8.68 0.02 0.01 -368.64 -279.41 -279.40 -279.40 -279.40 -279.40 -205.59 -205.59 -205.59 -205.59 -205.60 -205.60 -205.60 -205.60 20.56 20.56 20.56 20.56 20.55 8.68
26.55 -72.71 50.40 48.69 138.78 -43.31 11.09 -48.23 78.74 74.14 162.02 46.73 24.25 -44.25 54.32 40.77 141.70 -6.28 15.51 -24.00 23.98 33.69 71.23 17.47 -15.54 15.17 -61.77 -37.54 -139.45 -40.35 -23.06 25.53 -7.32 13.01 -54.80 69.51 -0.72 7.62 -0.01 -0.01 -1.32 13.71 1049.68 766.59 -550.32 -2112.09 291.07 -784.25 550.32 2112.08 -116.63 -4673.64 212.46 -1254.91 -187.01 -329.08 307.58 211.59 60.12 -58.58 -82.45 -1335.49 -506.63 -4813.66 -239.28 -2497.79 -33.32 120.64 266.10 2967.71 71.49 948.40 -162.65 1895.01 -665.84 -11748.19 -204.62 -2433.52 665.84 11748.18 623.40 14442.34 231.06 4693.96 37.38 1199.51 -398.24 10441.83 -72.87 2350.72 37.39 -1199.51 386.50 557.01 73.01 -110.66 -386.50 -557.02 -384.54 -1932.26 -92.98 -300.19 384.54 1932.25 -21.18 -99.36 72.35 364.93 21.18 130.21 612.66 1489.79 125.32 320.30 -612.66 -1470.59 -703.34 -3502.92 -173.52 -655.79 703.34 3521.85 203.90 870.08 167.41 810.42 -203.90 -866.24 510.21 523.62 64.20 -71.81 -510.21 -490.31 -554.15 -1028.55 -123.35 -176.02 -1459.79 -2292.33 -1580.41 -2695.29 -1831.45 -3004.59 -33.46 -2468.26 999.66 1322.69 913.05 -1082.54 183.90 -1300.58 1459.78 2292.32 987.20 595.64 1580.40 2695.28 2730.71 5315.97 2597.06 4826.06 1137.79 2197.91 1832.21 3560.66 1789.16 3469.02 707.60 1343.47 1263.87 2366.24 1187.63 2234.76 -320.23 -458.64 -640.23 47.10 -676.04 -289.68 -36.51 -2028.92 -1677.70 263.96 -1206.58 -1242.30 399.56 -75.23 180.44 -18.52 576.44 -93.17 -402.80 479.55 190.89 520.31 -382.20 1803.35 -20.77 31.69 7.22 83.87 -24.44 208.44 -33.46 2468.24 113.42 -523.13 37.78 919.05 398.24 -10441.84 623.40 -14442.35 142.94 -3481.51 -266.10 -2967.71 162.65 -1895.02 -30.57 -1436.80 506.63 4813.65 33.32 -120.65 197.02 1712.43 -307.58 -211.60 82.45 1335.48 -106.76 532.98 116.63 4673.63 187.01 329.07 175.40 2889.94 -2730.72 -5315.98 -1307.91 -2471.93 -2432.91 -4691.51 1307.90 2471.92 1666.03 3228.13 1791.53 3433.76 -1666.04 -3228.14 -1137.80 -2197.92 -1689.06 -3268.71 -1832.22 -3560.67 -1060.64 -2090.32 -1742.69 -3404.21 1060.63 2090.30 1261.59 2513.98 1398.93 2773.66 -1261.60 -2513.99 -707.61 -1343.48 -1186.27 -2323.77 -1263.88 -2366.25 -835.97 -1512.34 -1264.97 -2336.50 835.96 1512.32 508.73 348.32 810.05 1120.87 402.71 568.26 36.50 2028.93 309.14 1828.09 -116.66 -975.14 -402.72 -568.25 -365.57 -1086.34 640.21 -47.08 116.64 975.15 532.73 653.24 337.31 248.62 320.22 458.66 462.81 497.83 -231.01 -334.06 -337.32 -248.60 -400.03 -410.12 -180.44 18.50 -196.24 510.86 -374.37 526.11
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
544 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
8.67 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.00 0.00 -290.09 -290.10 -290.10 -290.11 -290.12 -290.13 -290.13 -290.14 -290.15 -290.16 -290.17 344.31 661.68 974.58 1014.90 1014.89 -260.42 -152.39 -260.43 -260.42 -260.41 -260.41 7.77 7.77 -12.89 -0.01 -0.00 -152.39 -290.14 -290.12 -290.11 -290.11 -290.10 -260.42 -260.42 -260.42 -260.41
196.24 -5.30 -84.57 -17.21 -39.72 -20.19 15.68 -11.64 -190.90 -31.77 -37.70 -15.26 -17.03 -7.24 11.00 15.29 8.31 3520.32 1200.83 -1302.19 -1449.82 415.80 -4503.55 5914.00 -1033.57 -1033.58 2701.33 -2092.07 596.64 2136.10 -1616.78 -349.17 2483.07 1480.49 -534.90 -2719.60 -1768.32 -1455.49 -952.66 -175.29 -1248.00 -623.01 -900.83 -40.33 -534.92 3214.24 3614.63 152.12 3819.67 -442.03 1305.74 -1924.85 740.03 945.47
-510.88 88.29 63.90 169.50 42.58 29.26 138.32 16.88 -520.32 -347.85 -292.35 -216.43 -131.97 -83.89 -72.49 -43.18 -3.43 299.65 109.02 -48.60 5.18 -11.80 4.19 3.69 0.66 -0.66 29.77 -47.72 19.65 184.00 -150.55 77.67 70.42 1959.53 296.01 -2258.90 -2880.51 -2502.46 -1563.40 -85.23 -825.29 -128.67 -786.47 -40.20 -296.01 5.76 4.62 -25.61 31.56 -117.78 1848.66 -3165.06 1135.67 1395.37
623.91 31.75 37.68 15.25 17.01 -11.02 -15.31 -8.32 5.29 84.55 17.19 39.71 20.76 20.17 -15.69 11.63 -0.02 -1200.84 442.02 -3819.68 -152.13 -3614.64 -5914.01 5140.08 -3214.23 -2701.34 2092.06 -596.64 -2136.10 1616.77 349.17 -2483.07 1875.15 1768.31 -6718.17 -1480.50 -1305.75 -945.48 -360.58 -511.11 -5150.03 -374.02 -246.57 -2.33 775.22 5140.09 4503.55 -415.81 1449.81 1302.18 1924.84 -740.04 1455.48 1274.52
-53.59 347.83 292.34 216.41 131.96 72.48 43.17 3.42 -88.30 -63.91 -169.51 -42.59 -31.71 -29.28 -138.34 -16.89 -0.01 -109.02 117.78 -31.56 25.61 -4.62 -3.69 -10.59 -5.76 -29.77 47.72 40.68 -153.83 180.30 -73.83 -70.42 139.85 2880.50 544.18 -1959.53 -1848.67 -1395.38 -618.98 413.97 4350.92 -111.61 399.91 23.72 403.85 10.59 -4.19 11.80 -5.18 48.60 3165.05 -1135.68 2502.45 2198.48
17:07:07 03/17/10
815.12 47.70 -84.55 -3.54 -40.97 -56.28 0.66 -36.01 -334.78 95.20 -36.99 44.09 6.73 23.32 -8.46 48.55 14.95 1351.96 804.83 -2553.66 -650.71 -982.33 -2572.91 1981.15 -857.75 -643.28 578.06 -535.33 -304.38 494.84 -233.90 -593.59 505.08 1957.11 -6854.03 -2522.58 -1851.85 -1446.36 -791.11 -483.14 -4503.39 -990.90 -2069.45 -76.94 113.54 1168.84 2398.69 -96.22 2498.95 496.89 1946.13 -1605.35 1322.60 1337.34
-561.00 786.59 642.51 696.03 314.78 183.50 327.33 36.60 -1097.72 -742.65 -833.02 -467.17 -295.21 -204.11 -380.25 -108.35 -6.22 111.11 111.11 -39.97 12.51 -5.04 0.12 -1.24 -1.03 -5.24 9.35 -1.40 -26.53 48.04 -41.40 1.52 24.37 2915.68 793.97 -2533.60 -2848.91 -2348.10 -1314.69 231.39 2481.58 -238.80 -697.21 -29.71 50.95 2.29 0.13 -5.04 12.51 -39.97 3020.31 -2590.81 2191.64 2164.97
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-260.41 -1274.53 -260.41 535.44 -260.41 360.57 -260.41 -572.99 7.77 528.63 7.77 -15.65 7.77 511.10 7.77 284.30 7.77 -349.28 -12.89 374.03 -12.89 -333.33 -0.01 -226.72 -0.01 -136.03 -0.00 -30.73 -0.00 -62.76 -0.00 -11.67 -0.00 69.40 -0.00 10.25 -0.01 246.56 -0.01 40.58 -0.00 2.31 -0.00 -5.79 -0.00 9.33 -0.00 2.31 -0.00 -26.70 -0.00 -27.21 -0.00 -2.58
-2198.49 -535.45 840.73 952.65 618.96 572.97 -1165.59 -791.60 226.54 1247.99 -746.13 -528.64 -413.96 15.64 -604.30 175.28 531.82 -284.32 111.61 333.35 -21.01 -1193.08 -39.67 -40.60 -166.32 -2.33 -38.40 5.78 -76.68 -9.35 -33.76 26.68 37.56 27.20 -13.08 2.57 -399.92 226.70 -89.83 136.02 -89.17 30.72 -44.34 62.75 -45.22 40.31 -23.74 11.66 15.15 -69.42 25.51 -10.27 7.59 -0.02
-840.74 -1090.34 -1830.86 1563.39 896.43 1448.26 1165.58 562.38 1075.03 -304.75 -822.04 -885.75 825.31 1250.51 740.37 -226.53 -383.11 -684.63 746.14 370.75 233.81 85.25 323.49 -365.35 604.32 -445.97 799.69 21.01 703.04 131.80 79.83 -1517.03 58.46 89.81 -482.13 90.44 89.16 -249.55 -139.17 44.32 -45.01 10.68 45.20 -130.06 -56.78 -15.17 27.07 -88.26 -25.53 174.23 21.69 -7.60 23.11 -37.31 39.65 853.57 -649.78 166.30 318.52 137.93 38.38 59.57 -91.61 76.67 102.73 58.31 40.18 89.54 -9.08 33.75 25.20 18.05 -37.57 -173.36 -40.43 13.07 -67.59 69.58 -0.02 -4.68 13.65
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 23 "VIENTO3"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------D0Z93P 0.3019 -310.1 -0.0174 0.0000 0.0000 0.0000 0.3019 -311.4 93.32 D1Z93P 0.3016 -0.3007 -0.02827 0.5031 0.5187 0.0867 1.627 -1.626 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.004012 -1000 98.66 0.0000 0.0000 0.0000 -3.518 -1007 107.3 D4Z13P 0.002591 -492.9 33.14 0.0000 0.0000 0.0000 0.002591 -499.6 46.48 D5Z19P 0.002907 -0.00469 -0.001812 0.0295 0.0327 -0.3438 -6.338 -6.345 18.73 D6Z26P 0.01944 -795.8 53.49 0.0000 0.0000 0.0000 -2.513 -801.7 79.78 D7Z31P 0.02653 -587.5 39.49 0.0000 0.0000 0.0000 0.02653 -593 70.81 D8Z26P 0.01958 -0.01697 -0.002864 0.0778 0.0912 -0.4365 -5.813 -5.85 26.28 D9Z13P 0.00363 -0.002401 -0.001495 -0.0019 -0.0429 -0.2419 -6.7 -6.706 13.34 D10Z31P 0.02692 -0.02602 -0.003228 0.0711 0.0363 -0.4576 -5.467 -5.52 31.32 D11Z36P 0.03454 -0.03574 -0.003503 0.0993 0.0987 -0.4255 -5.124 -5.194 36.32 D12Z45P 0.05976 -0.05843 -0.004237 0.1506 0.1492 -0.3693 -4.543 -4.662 44.57 D13Z45P 0.05974 -1000 83.38 0.0000 0.0000 0.0000 -2.323 -1005 128 D14Z50P 0.0741 -537.2 36.1 0.0000 0.0000 0.0000 0.0741 -541.5 86.45 D15Z55P 0.08921 -0.09246 -0.004592 0.3032 0.2944 -0.3076 -3.794 -3.976 55.28 D16Z68P 0.1503 -0.1482 -0.03309 0.1497 0.1626 0.0630 3.182 -3.18 67.92 D17Z68P 0.1419 -0.1483 -0.005138 0.1724 0.1604 -0.1930 -2.889 -3.18 67.95 D18Z55P 0.09574 -0.09388 -0.03192 0.3022 0.3040 0.0519 3.979 -3.977 55.25 D19Z75P 0.1832 -0.1816 -0.03334 0.3266 0.3343 0.0704 2.717 -2.715 75.32 D20Z75P 0.1837 -0.191 -0.005459 0.3106 0.2903 -0.1546 -2.35 -2.725 75.35 D21Z81P 0.2201 -0.2184 -0.03203 0.3266 0.3335 0.0760 2.353 -2.351 81.29 D22Z81P 0.2157 -0.2255 -0.005541 0.3755 0.3612 -0.1181 -1.917 -2.358 81.32 D23Z86P 0.2473 -0.2577 -0.005657 0.3905 0.3763 -0.0854 -1.579 -2.084 85.87 D24Z86P 0.2468 -0.2457 -0.03115 0.3896 0.3967 0.0803 2.073 -2.072 85.84 D25Z90P 0.2746 -0.2735 -0.02966 0.3990 0.4069 0.0837 1.851 -1.85 89.57 D26Z90P 0.2717 -0.2835 -0.005675 0.4207 0.3984 -0.0605 -1.305 -1.86 89.59 D27Z93P 0.302 -0.3141 -0.00575 0.4829 0.5037 -0.0433 -1.023 -1.639 93.33 D28Z50P 0.07415 -0.07542 -0.004434 0.1272 0.0942 -0.3199 -4.14 -4.29 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.005289 0.005863 -0.004934 0.0000 0.0000 0.0000 3.517 -7.017 8.585 D31Z19P 0.01562 -0.01456 -0.01517 0.0295 0.0328 0.0174 6.356 -6.355 18.72 D32Z26P 0.01391 -0.01299 -0.01765 0.0000 0.0000 0.0000 2.547 -5.846 26.27 D33Z26P 0.01396 -0.01213 -0.02185 0.0453 0.0534 0.0242 5.847 -5.845 26.26 D34Z13P 0.004848 -0.003527 -0.01157 0.1547 0.1539 0.0126 6.708 -6.707 13.33 D35Z31P 0.02658 -0.02461 -0.02442 0.1940 0.1977 0.0292 5.521 -5.519 31.3 D36Z36P 0.04204 -0.04008 -0.02656 0.1050 0.1102 0.0338 5.2 -5.198 36.29 D37Z45P 0.05098 -0.04886 -0.03081 0.1421 0.1470 0.0416 4.654 -4.652 44.54 D38Z45P 0.05095 -0.0499 -0.02506 0.0000 0.0000 0.0000 2.434 -4.653 44.55 D39Z50P 0.07424 -0.07229 -0.03146 0.2407 0.2465 0.0470 4.289 -4.287 50.32 D40Z113P 0.5095 -0.5116 -0.006143 0.6299 0.6622 0.0812 -0.8155 -1.837 113.3 D41Z113P 0.5095 -0.5091 -0.03608 0.6599 0.6559 0.0875 1.835 -1.834 113.2 D42Z110P 0.4716 -0.4755 -0.006088 0.6119 0.6440 0.0604 -0.8534 -1.8 109.9 D43Z110P 0.4718 -0.4712 -0.0353 0.6444 0.6430 0.0874 1.797 -1.796 109.9 D44Z107P 0.4349 -0.4405 -0.006031 0.5983 0.6286 0.0397 -0.8901 -1.766 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
0.435 0.3993 0.3994 0.365 0.3652 0.3327 0.3329 0.317 0.3492 0.3817 0.4173 0.453 0.4907 0.5284 0.3174 0.3481 0.3823 0.4166 0.4534 0.4902 0.5288 0.5514 0.563 0.5627 0.5511 0.5807 0.5807 0.5986 0.5986 0.6167 0.6168 0.635 0.635 0.6536 0.6536 0.6722 0.6722 0.6909 0.6909 0.7309 0.7309 0.704 0.7171 0.7174 0.7039 0.8766 0.8766 0.7386 0.7463 0.7541 0.762 0.77 0.7781 0.7862
-0.4344 -0.4067 -0.3987 -0.3741 -0.3645 -0.3435 -0.3322 -0.3284 -0.3486 -0.39 -0.4168 -0.4577 -0.4902 -0.5296 -0.3166 -0.3581 -0.3816 -0.4231 -0.4528 -0.4932 -0.5283 -0.5511 -0.5628 -0.5625 -0.5514 -0.5798 -0.58 -0.5976 -0.5982 -0.6154 -0.6163 -0.6335 -0.6348 -0.6518 -0.6533 -0.6702 -0.672 -0.6909 -0.6886 -0.7271 -0.7311 -0.704 -0.7139 -0.7175 -0.7012 -0.8806 -0.8772 -0.7387 -0.7432 -0.7543 -0.7599 -0.7703 -0.7768 -0.7865
-0.03433 -0.005968 -0.03317 -0.005899 -0.03178 -0.005828 -0.03016 -0.005792 -0.03103 -0.005935 -0.0338 -0.00606 -0.03573 -0.006169 -0.02929 -0.005863 -0.03254 -0.006001 -0.03486 -0.006116 -0.03643 -0.02743 -0.00651 -0.02296 -0.006378 -0.006549 -0.02328 -0.006548 -0.02356 -0.006582 -0.0238 -0.006581 -0.02401 -0.006609 -0.02418 -0.006607 -0.02433 -0.02446 -0.006626 -0.006853 -0.01621 -0.02175 -0.006776 -0.01898 -0.006693 -0.00692 -0.0173 -0.01638 -0.006865 -0.01667 -0.006878 -0.01689 -0.00689 -0.01705
0.6206 0.5710 0.6081 0.5551 0.5664 0.5068 0.5536 0.5101 0.5568 0.5615 0.6160 0.6016 0.6565 0.6238 0.5477 0.5283 0.5929 0.5841 0.6362 0.6238 0.6447 0.6085 0.6667 0.6528 0.6527 0.7073 0.7334 0.7183 0.7306 0.7225 0.7355 0.7354 0.7479 0.7411 0.7509 0.7437 0.7593 0.7580 0.7415 0.8026 0.7794 0.7516 0.7504 0.7697 0.7373 0.8951 0.8520 0.7949 0.8487 0.8164 0.8690 0.8335 0.8808 0.8406
17:07:07 03/17/10
0.6218 0.6014 0.6051 0.5843 0.5682 0.5320 0.5509 0.5353 0.5567 0.5915 0.6150 0.6330 0.6530 0.6517 0.5420 0.5572 0.5907 0.6144 0.6361 0.6525 0.6667 0.6420 0.7024 0.6936 0.6790 0.7185 0.7328 0.7284 0.7253 0.7343 0.7338 0.7438 0.7434 0.7504 0.7496 0.7500 0.7515 0.7578 0.7560 0.7961 0.7965 0.7745 0.7953 0.7810 0.7673 0.8495 0.8496 0.7965 0.7997 0.8137 0.8242 0.8315 0.8346 0.8373
0.0872 1.76 0.0190 -0.9257 0.0871 1.724 -0.0018 -0.96 0.0870 1.69 -0.0225 -0.9923 0.0869 1.658 -0.0329 -1.008 0.0869 1.674 0.0086 -0.9433 0.0872 1.742 0.0501 -0.872 0.0874 1.816 0.0915 -0.7966 0.0868 1.642 -0.0121 -0.9769 0.0871 1.707 0.0293 -0.9084 0.0873 1.778 0.0708 -0.8348 0.0876 1.854 0.0980 1.453 0.1025 -0.127 0.1028 1.253 0.1002 -0.3506 0.1024 -0.1093 0.1008 1.271 0.1022 -0.09143 0.0988 1.289 0.1020 -0.07326 0.0968 1.307 0.1019 -0.05499 0.0948 1.325 0.1017 -0.03639 0.0928 1.344 0.1015 -0.01783 0.0908 1.362 0.0888 1.381 0.1014 0.0008506 0.0997 0.3809 0.0930 1.081 0.0882 1.281 0.1025 0.2538 0.0916 1.181 0.1039 0.1272 0.0997 0.5266 0.0929 1.227 0.0930 1.089 0.0997 0.3963 0.0930 1.104 0.0997 0.412 0.0930 1.12 0.0997 0.4281 0.0930 1.136
-1.759 -1.732 -1.724 -1.699 -1.689 -1.668 -1.657 -1.653 -1.674 -1.715 -1.742 -1.783 -1.815 -1.855 -1.642 -1.683 -1.707 -1.748 -1.778 -1.818 -1.853 -1.453 -1.253 -1.253 -1.453 -1.27 -1.27 -1.288 -1.288 -1.305 -1.306 -1.324 -1.325 -1.342 -1.343 -1.36 -1.362 -1.381 -1.379 -1.077 -1.081 -1.281 -1.177 -1.181 -1.278 -1.231 -1.227 -1.089 -1.093 -1.104 -1.11 -1.12 -1.127 -1.137
106.6 103.3 103.3 99.97 99.95 96.65 96.63 94.99 98.29 101.6 104.9 108.3 111.6 114.9 94.97 98.31 101.6 105 108.2 111.6 114.9 116.9 118 117.9 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.6 134.2 134.8
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P 0.7943 -0.7939 -0.006899 0.8887 D100Z136P 0.8025 -0.8029 -0.01716 0.8491 D101Z136P 0.8107 -0.8112 -0.006906 0.8951 D102Z137P 0.8189 -0.8193 -0.01724 0.8542 D103Z138P 0.8272 -0.8285 -0.006912 0.8986 D104Z138P 0.8354 -0.8359 -0.01728 0.8570 D105Z139P 0.8437 -0.8459 -0.006918 0.8977 D106Z139P 0.8519 -0.8525 -0.01729 0.8527 D107Z140P 0.8601 -0.8633 -0.006919 0.8956 D108Z140P 0.8684 -0.869 -0.0173 0.8527 D109Z92P 0.2873 -0.2997 -0.005693 0.4750 D111Z88P 0.2603 -0.2714 -0.005673 0.3868 D113Z84P 0.2329 -0.2429 -0.005608 0.4052 D115Z79P 0.2003 -0.2089 -0.005504 0.3144 D117Z72P 0.1644 -0.1709 -0.005343 0.3553 D119Z62P 0.1359 -0.1398 -0.00499 0.1857 D121Z9P -0.005267 0.006433 -0.008614 0.0373 D122Z9P 0.004026 -0.0009249 -0.001132 0.0046 D123Z132P 0.7463 -0.7465 -0.01653 0.8067 D124Z133P 0.762 -0.7623 -0.01679 0.8259 D125Z134P 0.7781 -0.7784 -0.01698 0.8376 D126Z135P 0.7943 -0.7947 -0.01711 0.8449 D127Z136P 0.8107 -0.8111 -0.01721 0.8520 D128Z138P 0.8272 -0.8276 -0.01727 0.8563 D129Z139P 0.8437 -0.8442 -0.01729 0.8550 D130Z140P 0.8601 -0.8607 -0.0173 0.8524 D131Z92P 0.2883 -0.2874 -0.02903 0.3933 D132Z88P 0.2617 -0.2606 -0.03035 0.4334 D133Z84P 0.2339 -0.2325 -0.03163 0.3275 D134Z79P 0.2035 -0.2018 -0.0326 0.3538 D135Z72P 0.1659 -0.1641 -0.03354 0.2644 D136Z62P 0.1363 -0.1351 -0.0312 0.2143 D137Z93P 310.1 -0.3011 -0.01737 0.0000 D138Z93P 0.3137 -0.3011 -0.005694 0.5044 D139Z9P -0.005846 0.006456 -0.005191 0.0000 D140Z13P 492.9 -0.001567 33.14 0.0000 D141Z26P 0.01301 -0.01208 -0.01786 0.0000 D142Z31P 587.5 -0.02456 39.49 0.0000 D143Z45P 0.04991 -0.04884 -0.02516 0.0000 D144Z50P 537.2 -0.07215 36.1 0.0000 D145Z68P 0.148 -0.1401 -0.005016 0.1384 D146Z55P 0.09253 -0.08729 -0.004442 0.3198 D147Z75P 0.19 -0.1816 -0.005352 0.3466 D148Z81P 0.2251 -0.2145 -0.005451 0.3686 D149Z86P 0.2571 -0.246 -0.005581 0.3903 D150Z90P 0.2831 -0.2707 -0.005609 0.4139 D151Z9P 1000 -0.003088 98.66 0.0000 D152Z9P 0.001956 -0.003127 -0.001029 0.0131 D153Z0P 0 0 0 0.0000 D154Z19P 0.005451 -0.001559 -0.001751 0.0502 D155Z26P 795.8 -0.01693 53.49 0.0000 D156Z26P 0.01777 -0.01694 -0.002652 0.1192 D157Z13P 0.003588 -0.002434 -0.001374 -0.0259 D158Z31P 0.02685 -0.02467 -0.003011 0.0764
17:07:07 03/17/10
0.8422 0.8463 0.8492 0.8515 0.8534 0.8548 0.8522 0.8492 0.8496 0.8497 0.4686 0.3636 0.4001 0.2877 0.3527 0.1661 0.0451 0.0082 0.8025 0.8219 0.8342 0.8422 0.8488 0.8525 0.8519 0.8500 0.4000 0.4445 0.3301 0.3668 0.2663 0.2261 0.0000 0.4868 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1494 0.3264 0.3632 0.3806 0.4025 0.4323 0.0000 0.0222 0.0000 0.0506 0.0000 0.1098 0.0131 0.1039
0.0997 0.0929 0.0997 0.0929 0.0997 0.0929 0.0997 0.0929 0.0997 0.0929 -0.0534 -0.0691 -0.1040 -0.1299 -0.1875 -0.2367 0.0076 -0.1586 0.0930 0.0930 0.0930 0.0930 0.0929 0.0929 0.0929 0.0929 0.0857 0.0819 0.0786 0.0731 0.0676 0.0579 0.0000 -0.0692 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0796 -0.0370 -0.0620 -0.0680 -0.0717 -0.0736 0.0000 -0.0101 0.0000 -0.0205 0.0000 -0.0229 -0.0203 -0.0335
0.4443 1.152 0.4607 1.169 0.4772 1.185 0.4937 1.202 0.5101 1.218 -1.152 -1.432 -1.735 -2.116 -2.596 -3.269 7.017 -7.018 1.096 1.112 1.128 1.144 1.161 1.177 1.194 1.21 1.728 1.954 2.202 2.519 2.926 3.541 311.4 1.639 7.017 499.6 5.846 593 4.653 541.5 3.179 3.976 2.724 2.358 2.084 1.86 1007 7.024 7.6 6.346 801.7 5.851 6.707 5.521
-1.144 -1.153 -1.161 -1.169 -1.179 -1.186 -1.196 -1.202 -1.213 -1.219 -1.74 -1.964 -2.211 -2.525 -2.931 -3.545 -7.016 -7.023 -1.096 -1.112 -1.128 -1.145 -1.161 -1.178 -1.194 -1.211 -1.727 -1.953 -2.2 -2.518 -2.924 -3.54 -0.3011 1.024 -3.516 -0.001567 -2.545 -0.02456 -2.432 -0.07215 2.891 3.796 2.352 1.918 1.581 1.306 3.519 7.019 7.6 6.339 2.516 5.816 6.701 5.47
135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.87 83.77 78.59 71.98 62.4 8.581 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.6 87.84 83.74 78.56 71.95 62.37 93.32 93.33 8.585 46.48 26.27 70.81 44.55 86.45 67.95 55.28 75.35 81.32 85.87 89.59 107.3 8.589 0 18.73 79.78 26.28 13.34 31.32
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
0.03653 0.05875 1000 0.07564 0.5108 0.4749 0.4399 0.4061 0.3736 0.3429 0.3576 0.4226 0.4926 0.328 0.3895 0.4571 0.5289 0.5509 0.5624 0.5797 0.5973 0.6151 0.6331 0.6514 0.6697 0.6881 0.7266 0.7006 0.7133 0.8796 0.7345 0.7509 0.7677 0.7847 0.8018 0.819 0.8364 0.8537 0.871 0.7427 0.7593 0.7762 0.7932 0.8104 0.8277 0.845 0.8623 0.2993 0.2709 0.2424 0.2089 0.1679 0.1404 0.3138
-0.03273 -0.05772 -0.0577 -0.07221 -0.5091 -0.4711 -0.4344 -0.3987 -0.3643 -0.332 -0.3473 -0.4159 -0.4897 -0.3162 -0.3811 -0.4524 -0.5279 -0.5509 -0.5627 -0.5801 -0.5982 -0.6163 -0.6347 -0.6533 -0.672 -0.6907 -0.7311 -0.704 -0.7173 -0.8772 -0.7387 -0.7543 -0.7703 -0.7865 -0.8028 -0.8193 -0.8359 -0.8525 -0.869 -0.7465 -0.7623 -0.7784 -0.7947 -0.8111 -0.8276 -0.8442 -0.8607 -0.2865 -0.2592 -0.2315 -0.1992 -0.16 -0.1348 -310.1
-0.003319 -0.004066 83.38 -0.004275 -0.006119 -0.006062 -0.005999 -0.005931 -0.005855 -0.005776 -0.005815 -0.005966 -0.006091 -0.005736 -0.005894 -0.006031 -0.006146 -0.006371 -0.006461 -0.006466 -0.006507 -0.006507 -0.006538 -0.006536 -0.006559 -0.006557 -0.006823 -0.00666 -0.006743 -0.006885 -0.00682 -0.006833 -0.006845 -0.006858 -0.006865 -0.006872 -0.006877 -0.006883 -0.006885 -0.006836 -0.006848 -0.006859 -0.006866 -0.006873 -0.006879 -0.006884 -0.006885 -0.005637 -0.005601 -0.005526 -0.005408 -0.005223 -0.004856 0.005221
0.1315 0.1762 0.0000 0.1198 0.6630 0.6431 0.6317 0.6001 0.5887 0.5299 0.5571 0.6153 0.6561 0.5399 0.5919 0.6329 0.6532 0.6842 0.6907 0.7180 0.7325 0.7351 0.7475 0.7523 0.7541 0.7567 0.7904 0.7768 0.7983 0.8527 0.7915 0.8163 0.8343 0.8394 0.8488 0.8542 0.8579 0.8516 0.8524 0.8077 0.8264 0.8385 0.8461 0.8525 0.8561 0.8554 0.8531 0.4796 0.3789 0.4115 0.3027 0.3731 0.1955 0.0000
17:07:07 03/17/10
0.1284 0.1762 0.0000 0.1507 0.6287 0.6127 0.5961 0.5716 0.5521 0.5077 0.5285 0.5833 0.6193 0.5059 0.5610 0.6021 0.6285 0.6582 0.6841 0.7047 0.7151 0.7216 0.7319 0.7387 0.7397 0.7435 0.8117 0.7335 0.7524 0.8921 0.8347 0.8562 0.8733 0.8806 0.8889 0.8940 0.8966 0.8926 0.8923 0.8478 0.8655 0.8775 0.8847 0.8918 0.8959 0.8948 0.8921 0.4828 0.4001 0.4141 0.3271 0.3733 0.2124 0.0000
-0.0354 -0.0412 0.0000 -0.0551 -0.0933 -0.0893 -0.0853 -0.0813 -0.0773 -0.0733 -0.0753 -0.0833 -0.0913 -0.0713 -0.0793 -0.0873 -0.0953 -0.0976 -0.0984 -0.0981 -0.0978 -0.0975 -0.0972 -0.0969 -0.0966 -0.0963 -0.0946 -0.0984 -0.0971 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0946 -0.0687 -0.0756 -0.0665 -0.0721 -0.0546 -0.0634 0.0000
5.195 5.125 4.662 4.545 1005 2.325 4.29 4.142 1.836 0.8159 1.8 0.8539 1.765 0.8906 1.731 0.9263 1.699 0.9607 1.668 0.993 1.683 0.9777 1.748 0.9091 1.818 0.8353 1.653 1.009 1.714 0.9439 1.782 0.8726 1.854 0.7971 1.453 0.3508 1.252 0.1273 1.27 0.1099 1.287 0.09179 1.305 0.0737 1.323 0.05525 1.341 0.03669 1.36 0.01797 1.378 -0.0007181 1.077 -0.3811 1.277 -0.1273 1.177 -0.2539 1.23 -0.5272 1.085 -0.3887 1.101 -0.4043 1.118 -0.4203 1.135 -0.4365 1.152 -0.4528 1.169 -0.4693 1.186 -0.4859 1.204 -0.5025 1.221 -0.519 1.093 -0.3965 1.109 -0.4123 1.126 -0.4284 1.143 -0.4447 1.16 -0.4611 1.178 -0.4776 1.195 -0.4942 1.212 -0.5107 1.739 1.153 1.963 1.433 2.21 1.736 2.525 2.117 2.928 2.6 3.545 3.27 0.3138 -308.8
36.32 44.57 128 50.35 113.3 109.9 106.6 103.3 99.97 96.65 98.31 105 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.34
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P 0.3135 D214Z9P 0.001919 D215Z13P 0.002667 D216Z26P 0.01776 D217Z31P 0.02683 D218Z45P 0.05873 D219Z50P 0.07564 D220Z68P 0.1539 D221Z55P 0.09713 D222Z75P 0.1903 D223Z81P 0.228 D224Z86P 0.2571 D225Z90P 0.2852 D226Z9P -0.002875 D227Z9P -0.00281 D228Z0P 0 D229Z19P 0.01349 D230Z26P 0.0154 D231Z26P 0.01557 D232Z13P 0.005608 D233Z31P 0.02718 D234Z36P 0.04155 D235Z45P 0.05328 D236Z45P 0.05325 D237Z50P 0.07582 D238Z113P 0.5108 D239Z110P 0.4749 D240Z107P 0.44 D241Z103P 0.4062 D242Z100P 0.3738 D243Z97P 0.3431 D244Z98P 0.3585 D245Z105P 0.4231 D246Z112P 0.4929 D247Z95P 0.3284 D248Z102P 0.3899 D249Z108P 0.4574 D250Z115P 0.5292 D251Z117P 0.5511 D252Z118P 0.5622 D253Z119P 0.5797 D254Z121P 0.5974 D255Z122P 0.6152 D256Z124P 0.6331 D257Z125P 0.6514 D258Z126P 0.6697 D259Z128P 0.6881 D260Z131P 0.7265 D261Z129P 0.7007 D262Z130P 0.7136 D263Z141P 0.8796 D264Z131P 0.7346 D265Z133P 0.751 D266Z134P 0.7677
-0.3139 -1000 -843.9 -795.8 -1000 -1000 -818.1 -0.1544 -0.09701 -0.1906 -0.2287 -0.2575 -0.2857 0.003379 0.003873 0 -0.01259 -0.01479 -0.01423 -0.004336 -0.02614 -0.04077 -0.053 -0.05312 -0.07562 -0.5116 -0.4755 -0.4406 -0.4067 -0.3742 -0.3436 -0.359 -0.4237 -0.4935 -0.3289 -0.3904 -0.458 -0.5298 -0.5516 -0.5626 -0.5798 -0.5976 -0.6154 -0.6335 -0.6518 -0.6702 -0.6888 -0.7271 -0.7013 -0.7141 -0.8806 -0.735 -0.7515 -0.7683
0.01561 -98.66 -56.73 -53.5 -67.5 -83.38 -54.99 0.0235 0.02381 0.02271 0.02076 0.01925 0.01742 0.00319 0.006625 0 0.01204 0.01211 0.01699 0.008955 0.01891 0.02051 0.02351 0.01743 0.02373 0.02237 0.0217 0.02087 0.01987 0.01867 0.01726 0.01802 0.02042 0.02207 0.0165 0.01933 0.02133 0.02267 0.01396 0.009603 0.009901 0.01016 0.01038 0.01058 0.01074 0.01087 0.01099 0.003056 0.008387 0.005734 0.004013 0.003213 0.003477 0.003675
0.4871 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1617 0.2965 0.3268 0.3538 0.3884 0.4026 0.0000 0.0291 0.0000 0.0136 0.0000 0.0437 0.1035 0.1548 0.0941 0.1346 0.0000 0.2135 0.6287 0.6119 0.5908 0.5754 0.5400 0.5203 0.5285 0.5848 0.6241 0.5163 0.5622 0.6041 0.6138 0.5867 0.6337 0.7194 0.7173 0.7229 0.7359 0.7397 0.7483 0.7422 0.7830 0.7117 0.7241 0.8946 0.8424 0.8576 0.8765
17:07:07 03/17/10
0.5037 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1850 0.3350 0.3529 0.3786 0.4117 0.4229 0.0000 0.0572 0.0000 0.0498 0.0000 0.0881 0.1304 0.1968 0.1352 0.1733 0.0000 0.2495 0.6243 0.6114 0.5914 0.5735 0.5408 0.5190 0.5284 0.5838 0.6197 0.5107 0.5604 0.6045 0.6390 0.6253 0.6760 0.7170 0.7123 0.7211 0.7315 0.7383 0.7406 0.7440 0.8181 0.7402 0.7396 0.8923 0.8395 0.8565 0.8740
-0.1384 -1.012 0.0000 3.524 0.0000 0.002667 0.0000 2.551 0.0000 0.02683 0.0000 2.442 0.0000 0.07564 -0.2232 -2.877 -0.2648 -3.786 -0.1982 -2.344 -0.1782 -1.904 -0.1630 -1.569 -0.1507 -1.291 0.0000 -3.525 -0.1602 -7.025 0.0000 -7.6 -0.2760 -6.327 0.0000 -2.517 -0.3293 -5.817 -0.2168 -6.698 -0.3451 -5.467 -0.3283 -5.117 -0.3007 -4.55 0.0000 -2.33 -0.2815 -4.139 -0.0819 -0.8142 -0.0913 -0.8501 -0.1007 -0.885 -0.1102 -0.9188 -0.1196 -0.9512 -0.1290 -0.9819 -0.1243 -0.9665 -0.1054 -0.9019 -0.0866 -0.8321 -0.1337 -0.9966 -0.1149 -0.9351 -0.0960 -0.8676 -0.0772 -0.7958 -0.0839 -0.3505 -0.0879 -0.1278 -0.0865 -0.1103 -0.0851 -0.09263 -0.0838 -0.07484 -0.0824 -0.05686 -0.0810 -0.03859 -0.0797 -0.02028 -0.0783 -0.001854 -0.0979 0.3765 -0.0831 0.1241 -0.0924 0.2502 -0.0979 0.5296 -0.0979 0.3846 -0.0979 0.401 -0.0979 0.4177
1.011 -993 -837.2 -790 -994.5 -995.4 -813.9 2.877 3.786 2.343 1.904 1.569 1.291 7.026 7.026 7.6 6.328 5.818 5.819 6.699 5.468 5.117 4.55 4.55 4.139 0.8134 0.8495 0.8844 0.9183 0.9508 0.9814 0.966 0.9013 0.8315 0.9961 0.9346 0.867 0.7952 0.35 0.1274 0.1102 0.09241 0.0746 0.0565 0.03818 0.01977 0.001194 -0.3771 -0.1246 -0.2508 -0.5306 -0.385 -0.4015 -0.4183
93.35 -90.07 -43.39 -27.22 -36.18 -38.81 -4.635 67.98 55.31 75.38 81.35 85.89 89.61 8.593 8.597 0 18.75 26.3 26.3 13.35 31.34 36.34 44.6 44.59 50.38 113.3 110 106.6 103.3 100 96.68 98.34 105 111.6 95.02 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P 0.7847 -0.7853 0.003813 D268Z136P 0.8018 -0.8025 0.003912 D269Z137P 0.819 -0.8198 0.003975 D270Z138P 0.8364 -0.8372 0.004006 D271Z139P 0.8537 -0.8546 0.004012 D272Z140P 0.871 -0.8719 0.004013 D273Z132P 0.7427 -0.7432 0.003353 D274Z133P 0.7593 -0.7599 0.003584 D275Z134P 0.7762 -0.7768 0.00375 D276Z135P 0.7932 -0.7939 0.003867 D277Z136P 0.8104 -0.8112 0.003948 D278Z138P 0.8277 -0.8285 0.003995 D279Z139P 0.8451 -0.8459 0.00401 D280Z140P 0.8623 -0.8633 0.004013 D281Z92P 0.2999 -0.3003 0.01653 D282Z88P 0.2724 -0.2728 0.01825 D283Z84P 0.2437 -0.2443 0.01994 D284Z79P 0.2107 -0.2113 0.02166 D285Z72P 0.1717 -0.1722 0.02333 D286Z62P 0.1407 -0.1401 0.02211 D287Z93P 310.1 -0.3142 0.005182 D288Z9P -0.003357 0.003909 0.003519 D289Z13P 843.9 -0.001872 -56.73 D290Z26P 0.0148 -0.01416 0.01228 D291Z31P 1000 -0.02595 -67.5 D292Z45P 0.05312 -0.05297 0.0174 D293Z50P 818.1 -0.07543 -54.99 D294Z9P 1000 -0.0009115 -98.66 D295Z26P 795.8 -0.01693 -53.5 D296Z45P 1000 -0.05841 -83.38 D297Z131P 0.7386 -0.735 -0.006867 D298Z133P 0.7541 -0.7515 -0.00688 D299Z134P 0.77 -0.7683 -0.006892 D300Z135P 0.7862 -0.7853 -0.006899 D301Z136P 0.8025 -0.8025 -0.006907 D302Z137P 0.8189 -0.8198 -0.006913 D303Z138P 0.8354 -0.8372 -0.006919 D304Z139P 0.8519 -0.8546 -0.006919 D305Z140P 0.8684 -0.8719 -0.00692
0.8831 0.8917 0.8968 0.8996 0.8952 0.8953 0.8585 0.8662 0.8808 0.8873 0.8946 0.8989 0.8976 0.8950 0.4103 0.4338 0.3373 0.3564 0.2780 0.2143 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8394 0.8592 0.8768 0.8820 0.8914 0.8968 0.9005 0.8942 0.8950
17:07:07 03/17/10
0.8799 0.8888 0.8941 0.8974 0.8918 0.8922 0.8444 0.8646 0.8769 0.8848 0.8914 0.8951 0.8946 0.8926 0.4320 0.4523 0.3657 0.3762 0.3106 0.2408 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.7902 0.8144 0.8305 0.8380 0.8463 0.8514 0.8540 0.8500 0.8497
-0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.0979 -0.1438 -0.1566 -0.1697 -0.1877 -0.2090 -0.2417 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0997 0.0997 0.0997 0.0997 0.0997 0.0997 0.0997 0.0997 0.0997
0.4347 0.4518 0.469 0.4864 0.5037 0.521 0.3927 0.4093 0.4262 0.4432 0.4604 0.4777 0.4951 0.5123 -1.14 -1.42 -1.724 -2.105 -2.589 -3.264 308.8 -7.026 837.2 -5.818 994.5 -4.55 813.9 993 790 995.4 0.3886 0.4041 0.42 0.4362 0.4525 0.4689 0.4854 0.5019 0.5184
-0.4353 -0.4525 -0.4698 -0.4872 -0.5046 -0.5219 -0.3932 -0.4099 -0.4268 -0.4439 -0.4612 -0.4785 -0.4959 -0.5133 1.139 1.42 1.723 2.105 2.588 3.265 -0.3142 3.526 -0.001872 2.519 -0.02595 2.33 -0.07543 -3.523 -2.55 -2.442 -1.085 -1.101 -1.118 -1.135 -1.153 -1.17 -1.187 -1.205 -1.222
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.64 87.89 83.8 78.62 72.01 62.42 93.34 8.594 -43.39 26.3 -36.18 44.59 -4.635 -90.07 -27.22 -38.81 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "VIENTO3": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D2Z0P 1.58 0.0 22.29 0.0 136.52 0.0 0.0 138.34 0.0 -0.27 0.0 -0.9 0.0 1.00 0.0 0.0 D29Z0P -125.00 0.0 118.65 0.0 1211.26 0.0 0.0 1223.46 0.0 1.92 0.0 1.6 0.0 -0.02 0.0 0.0 D153Z0P -28.88 0.0 -7.80 0.0 162.64 0.0 0.0 165.37 0.0 -0.86 0.0 -0.5 0.0 -0.02 0.0 0.0 D228Z0P -98.72 0.0 95.26 0.0 -953.65 0.0 0.0 963.47 0.0 1.44 0.0 1.0 0.0 0.92 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO3":
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.3101 -0.3101 -0.7969 -0.3098 -0.0000 0.7969 0.3019 -310.1180 -0.0174 D1Z93P 0.6432 -0.6432 -1.6272 -0.6429 0.6429 1.6272 0.3016 -0.3007 -0.0283 D2Z0P 0.8027 -0.8027 -2.4977 -2.3813 -21.4861 -134.0215 0.0000 0.0000 0.0000 D3Z9P 1.4741 -1.4741 -5.1195 -1.4741 0.0066 5.2182 0.0040 -1000.0000 98.6604 D4Z13P 0.6714 -0.6714 -2.6218 -0.6714 0.1785 2.6549 0.0026 -492.9157 33.1389 D5Z19P 5.0873 -2.4160 -8.1856 -5.0873 2.4160 8.1856 0.0029 -0.0047 -0.0018 D6Z26P 0.7994 -0.7994 -3.1120 -0.7994 0.0036 3.1655 0.0194 -795.8280 53.4944 D7Z31P 0.7994 -0.7994 -3.1120 -0.7994 0.2119 3.1515 0.0265 -587.5456 39.4881 D8Z26P 4.4675 -1.7581 -5.5638 -4.4674 1.7581 5.5638 0.0196 -0.0170 -0.0029 D9Z13P 1.6033 -0.9150 -3.8698 -1.6033 0.9150 3.8698 0.0036 -0.0024 -0.0015 D10Z31P 6.6659 -2.3326 -7.1120 -6.6658 2.3326 7.1120 0.0269 -0.0260 -0.0032 D11Z36P 2.0081 -2.0081 -5.6179 -2.0081 2.0081 5.6179 0.0345 -0.0357 -0.0035 D12Z45P 1.2459 -1.2459 -4.2542 -1.2459 1.2459 4.2542 0.0598 -0.0584 -0.0042 D13Z45P 1.2459 -1.2459 -4.2542 -1.2459 0.0056 4.3376 0.0597 -1000.0000 83.3751 D14Z50P 0.6807 -0.6807 -2.0983 -0.6807 0.1435 2.1344 0.0741 -537.2459 36.0993 D15Z55P 1.9577 -1.9577 -5.5598 -1.9576 1.9576 5.5598 0.0892 -0.0925 -0.0046 D16Z68P 4.6271 -4.6271 -5.6802 -4.6269 4.6269 5.6801 0.1503 -0.1482 -0.0331 D17Z68P 4.6271 -4.6271 -5.6802 -4.6269 4.6269 5.6802 0.1419 -0.1483 -0.0051 D18Z55P 4.4912 -4.4912 -5.9398 -4.4911 4.4911 5.9397 0.0957 -0.0939 -0.0319 D19Z75P 1.2454 -1.2454 -3.1649 -1.2452 1.2452 3.1649 0.1832 -0.1816 -0.0333 D20Z75P 3.9486 -3.9486 -3.5449 -3.9485 3.9485 3.5449 0.1837 -0.1910 -0.0055 D21Z81P 0.9579 -0.9579 -2.3461 -0.9577 0.9577 2.3461 0.2201 -0.2184 -0.0320 D22Z81P 0.9579 -0.9579 -2.3461 -0.9577 0.9577 2.3461 0.2157 -0.2255 -0.0055 D23Z86P 0.7594 -0.7594 -1.8579 -0.7591 0.7591 1.8579 0.2473 -0.2577 -0.0057 D24Z86P 0.7594 -0.7594 -1.8579 -0.7591 0.7591 1.8578 0.2468 -0.2457 -0.0311 D25Z90P 0.6750 -0.6750 -1.6682 -0.6747 0.6747 1.6682 0.2746 -0.2735 -0.0297 D26Z90P 0.6750 -0.6750 -1.6682 -0.6747 0.6747 1.6682 0.2717 -0.2835 -0.0057 D27Z93P 0.6432 -0.6432 -1.6272 -0.6429 0.6429 1.6272 0.3020 -0.3141 -0.0057 D28Z50P 0.6807 -0.6807 -2.0983 -0.6807 0.6807 2.0983 0.0741 -0.0754 -0.0044 D29Z0P 0.8027 -0.8027 -2.4977 124.1932 -117.8490 -1208.7638 0.0000 0.0000 0.0000 D30Z9P 1.4741 -1.4741 -5.1195 -1.4741 1.4741 5.1195 -0.0053 0.0059 -0.0049 D31Z19P 1.4708 -1.4708 -5.7338 -1.4708 1.4708 5.7338 0.0156 -0.0146 -0.0152 D32Z26P 0.7994 -0.7994 -3.1120 -0.7994 0.7994 3.1120 0.0139 -0.0130 -0.0177 D33Z26P 0.7994 -0.7994 -3.1120 -0.7994 0.7994 3.1120 0.0140 -0.0121 -0.0219 D34Z13P 0.6714 -0.6714 -2.6218 -0.6714 0.6714 2.6218 0.0048 -0.0035 -0.0116 D35Z31P 0.7994 -0.7994 -3.1120 -0.7994 0.7994 3.1120 0.0266 -0.0246 -0.0244 D36Z36P 1.3646 -1.3646 -5.2679 -1.3646 1.3646 5.2679 0.0420 -0.0401 -0.0266 D37Z45P 1.2459 -1.2459 -4.2542 -1.2459 1.2459 4.2542 0.0510 -0.0489 -0.0308 D38Z45P 1.2459 -1.2459 -4.2542 -1.2459 1.2459 4.2542 0.0509 -0.0499 -0.0251 D39Z50P 0.6807 -0.6807 -2.0983 -0.6807 0.6807 2.0983 0.0742 -0.0723 -0.0315 D40Z113P 0.3458 -0.3458 -0.8655 -0.3453 0.3453 0.8655 0.5095 -0.5116 -0.0061 D41Z113P 0.3458 -0.3458 -0.8655 -0.3453 0.3453 0.8654 0.5095 -0.5091 -0.0361 D42Z110P 0.3437 -0.3437 -0.8655 -0.3432 0.3432 0.8655 0.4716 -0.4755 -0.0061 D43Z110P 0.3437 -0.3437 -0.8655 -0.3432 0.3432 0.8654 0.4718 -0.4712 -0.0353 D44Z107P 0.3574 -0.3574 -0.9179 -0.3570 0.3570 0.9179 0.4349 -0.4405 -0.0060 D45Z107P 0.3574 -0.3574 -0.9179 -0.3570 0.3570 0.9178 0.4350 -0.4344 -0.0343 D46Z103P 0.3550 -0.3550 -0.9179 -0.3546 0.3546 0.9179 0.3993 -0.4067 -0.0060 D47Z103P 0.3550 -0.3550 -0.9179 -0.3546 0.3546 0.9178 0.3994 -0.3987 -0.0332 D48Z100P 0.3369 -0.3369 -0.8655 -0.3365 0.3365 0.8655 0.3650 -0.3741 -0.0059 D49Z100P 0.3369 -0.3369 -0.8655 -0.3365 0.3365 0.8654 0.3652 -0.3645 -0.0318
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
553 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
0.3101 0.3101 0.3101 0.6470 0.6919 1.5120 0.7011 0.6895 0.6659 0.3101 0.6470 0.6919 1.5120 0.7011 0.6895 0.6659 0.3201 0.4712 0.4712 0.3201 0.3027 0.3027 1.6487 1.6487 0.3042 0.3042 0.3006 0.3006 1.6522 1.6522 0.2978 0.2978 0.2781 0.2781 0.1772 0.1772 0.1291 0.1291 0.1291 0.1291 0.0518 0.0518 0.0482 0.0964 0.0482 0.0966 0.0483 1.3598 0.0484 0.0969 0.0485 0.0971 0.0486 0.0972
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17:07:07 03/17/10
0.3098 0.3098 0.3098 0.6466 0.6915 1.5116 0.7006 0.6890 0.6654 0.3098 0.6466 0.6915 1.5116 0.7006 0.6890 0.6654 0.3195 0.4707 0.4707 0.3195 0.3021 0.3021 1.6481 1.6481 0.3036 0.3036 0.3000 0.3000 1.6515 1.6515 0.2971 0.2971 0.2774 0.2774 0.1765 0.1765 0.1284 0.1283 0.1283 0.1284 0.0510 0.0510 0.0474 0.0957 0.0475 0.0958 0.0476 1.3591 0.0476 0.0961 0.0477 0.0963 0.0478 0.0964
0.7969 0.7969 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6774 0.7969 1.6623 1.7833 3.1557 1.7833 1.7309 1.6773 0.8119 1.3109 1.3109 0.8119 0.9792 0.9792 2.1004 2.1004 0.9604 0.9604 0.9494 0.9494 2.0784 2.0784 0.9384 0.9384 0.7034 0.7034 0.3307 0.3307 0.2342 0.2342 0.2342 0.2342 0.1032 0.1032 0.0964 0.1928 0.0964 0.1928 0.0964 1.2248 0.0964 0.1928 0.0964 0.1928 0.0964 0.1928
0.3327 0.3329 0.3170 0.3492 0.3817 0.4173 0.4530 0.4907 0.5284 0.3174 0.3481 0.3823 0.4166 0.4534 0.4902 0.5288 0.5514 0.5630 0.5627 0.5511 0.5807 0.5807 0.5986 0.5986 0.6167 0.6168 0.6350 0.6350 0.6536 0.6536 0.6722 0.6722 0.6909 0.6909 0.7309 0.7309 0.7040 0.7171 0.7174 0.7039 0.8766 0.8766 0.7386 0.7463 0.7541 0.7620 0.7700 0.7781 0.7862 0.7943 0.8025 0.8107 0.8189 0.8272
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Helman O. Mozo
Page
Job
554 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
0.0487 1.3692 0.0487 0.1006 0.0518 0.3331 2.0852 2.1433 0.5405 3.3823 3.8753 1.4741 1.4741 0.0964 0.0966 1.3598 0.0969 0.0971 0.0972 1.3692 0.1006 0.3331 0.3419 0.4175 0.5405 0.7050 3.8753 0.3101 0.6432 1.4741 0.6714 0.7994 0.7994 1.2459 0.6807 4.6271 1.9577 1.2454 0.9579 0.7594 0.6750 1.4741 3.9322 0.8027 1.4708 0.7994 0.7994 0.6714 1.2704 1.3646 1.2459 1.2459 1.1949 0.3458
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17:07:07 03/17/10
0.0478 1.3683 0.0479 0.0997 0.0510 0.3328 2.0849 2.1431 0.5402 3.3821 3.8751 1.4741 1.4741 0.0957 0.0958 1.3591 0.0961 0.0963 0.0964 1.3683 0.0997 0.3328 0.3416 0.4172 0.5403 0.7048 3.8751 0.3098 0.6429 1.4741 0.6714 0.7994 0.7994 1.2459 0.6807 4.6269 1.9576 1.2452 0.9577 0.7591 0.6747 1.4741 3.9322 8.6003 1.4708 0.7994 0.7994 0.6714 1.2704 1.3646 1.2459 1.2459 1.1948 0.3453
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Helman O. Mozo
Page
Job
555 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
0.3437 0.3574 0.3550 0.3369 0.3101 0.6470 1.5120 0.6895 0.3101 0.6919 0.7011 0.6659 0.3201 0.4712 0.3027 1.6487 0.3042 0.3006 1.6522 0.2978 0.2781 0.1772 0.1291 0.1291 0.0518 0.0482 0.0482 0.0483 0.0484 0.0485 0.0486 0.0487 0.0487 0.0518 0.0964 0.0966 1.3598 0.0969 0.0971 0.0972 1.3692 0.1006 0.3331 2.0852 2.1433 0.5405 0.7050 3.8753 0.3101 0.6432 1.4741 0.6714 0.7994 0.7994
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17:07:07 03/17/10
0.3432 0.3570 0.3546 0.3365 0.3098 0.6466 1.5116 0.6890 0.3098 0.6915 0.7006 0.6654 0.3195 0.4707 0.3021 1.6481 0.3036 0.3000 1.6515 0.2971 0.2774 0.1765 0.1284 0.1283 0.0510 0.0474 0.0475 0.0476 0.0476 0.0477 0.0478 0.0478 0.0479 0.0510 0.0957 0.0958 1.3591 0.0961 0.0963 0.0964 1.3683 0.0997 0.3328 2.0849 2.1431 0.5403 0.7048 3.8751 -0.0000 0.6429 0.0066 -0.1724 0.0036 -0.2047
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Helman O. Mozo
Page
Job
556 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
1.2459 0.6807 4.6271 1.9577 1.2454 0.9579 0.7594 0.6750 1.4741 5.5237 0.8027 4.4237 0.7994 3.7944 1.6033 4.5500 1.3646 1.2459 1.2459 0.6807 0.3458 0.3437 0.3574 0.3550 0.3369 0.3101 0.6470 1.5120 0.6895 0.3101 0.6919 0.7011 0.6659 0.3201 0.4712 0.3027 1.6487 0.3042 0.3006 1.6522 0.2978 0.2781 0.1772 0.1291 0.1291 0.0518 0.0482 0.0482 0.0483 0.0484 0.0485 0.0486 0.0487 0.0487
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-4.2542 -2.0983 -5.6802 -5.5598 -3.1649 -2.3461 -1.8579 -1.6682 -5.1195 -7.5713 -2.4977 -7.6952 -3.1120 -5.0734 -3.8698 -5.5638 -5.2679 -4.2542 -4.2542 -2.0983 -0.8655 -0.8655 -0.9179 -0.9179 -0.8655 -0.7969 -1.6623 -3.1557 -1.7309 -0.7969 -1.7833 -1.7833 -1.6774 -0.8119 -1.3109 -0.9792 -2.1004 -0.9604 -0.9494 -2.0784 -0.9384 -0.7035 -0.3307 -0.2343 -0.2343 -0.1032 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964
-1.2459 -0.6807 -4.6269 -1.9576 -1.2452 -0.9577 -0.7591 -0.6747 -1.4741 -5.5237 97.9185 -4.4236 -0.7994 -3.7944 -1.6033 -4.5499 -1.3646 -1.2459 -1.2459 -0.6807 -0.3453 -0.3432 -0.3570 -0.3546 -0.3365 -0.3098 -0.6466 -1.5116 -0.6890 -0.3098 -0.6915 -0.7006 -0.6654 -0.3195 -0.4707 -0.3021 -1.6481 -0.3036 -0.3000 -1.6515 -0.2971 -0.2774 -0.1765 -0.1284 -0.1283 -0.0510 -0.0474 -0.0475 -0.0476 -0.0476 -0.0477 -0.0478 -0.0478 -0.0479
17:07:07 03/17/10
0.0056 -0.1374 4.6269 1.9576 1.2452 0.9577 0.7591 0.6747 1.4741 2.5325 -94.4527 1.5593 0.7994 0.8891 0.9150 1.7796 1.3646 1.2459 1.2459 0.6807 0.3453 0.3432 0.3570 0.3546 0.3365 0.3098 0.6466 1.5116 0.6890 0.3098 0.6915 0.7006 0.6654 0.3195 0.4707 0.3021 1.6481 0.3036 0.3000 1.6515 0.2971 0.2774 0.1765 0.1284 0.1283 0.0510 0.0474 0.0475 0.0476 0.0476 0.0477 0.0478 0.0478 0.0479
4.1708 2.0434 5.6802 5.5598 3.1649 2.3461 1.8579 1.6682 5.1195 7.5713 956.1525 7.6952 3.1121 5.0735 3.8698 5.5638 5.2679 4.2542 4.2542 2.0984 0.8655 0.8655 0.9179 0.9179 0.8655 0.7969 1.6624 3.1558 1.7309 0.7969 1.7833 1.7833 1.6774 0.8119 1.3109 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7035 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964
0.0587 -1000.0000 -83.3834 0.0756 -818.1234 -54.9904 0.1539 -0.1544 0.0235 0.0971 -0.0970 0.0238 0.1903 -0.1906 0.0227 0.2280 -0.2287 0.0208 0.2571 -0.2575 0.0193 0.2852 -0.2857 0.0174 -0.0029 0.0034 0.0032 -0.0028 0.0039 0.0066 0.0000 0.0000 0.0000 0.0135 -0.0126 0.0120 0.0154 -0.0148 0.0121 0.0156 -0.0142 0.0170 0.0056 -0.0043 0.0090 0.0272 -0.0261 0.0189 0.0415 -0.0408 0.0205 0.0533 -0.0530 0.0235 0.0533 -0.0531 0.0174 0.0758 -0.0756 0.0237 0.5108 -0.5116 0.0224 0.4749 -0.4755 0.0217 0.4400 -0.4406 0.0209 0.4062 -0.4067 0.0199 0.3738 -0.3742 0.0187 0.3431 -0.3436 0.0173 0.3585 -0.3590 0.0180 0.4231 -0.4237 0.0204 0.4929 -0.4935 0.0221 0.3284 -0.3289 0.0165 0.3899 -0.3904 0.0193 0.4574 -0.4580 0.0213 0.5292 -0.5298 0.0227 0.5511 -0.5516 0.0140 0.5622 -0.5626 0.0096 0.5797 -0.5798 0.0099 0.5974 -0.5976 0.0102 0.6152 -0.6154 0.0104 0.6331 -0.6335 0.0106 0.6514 -0.6518 0.0107 0.6697 -0.6702 0.0109 0.6881 -0.6888 0.0110 0.7265 -0.7271 0.0031 0.7007 -0.7013 0.0084 0.7136 -0.7141 0.0057 0.8796 -0.8806 0.0040 0.7346 -0.7350 0.0032 0.7510 -0.7515 0.0035 0.7677 -0.7683 0.0037 0.7847 -0.7853 0.0038 0.8018 -0.8025 0.0039 0.8190 -0.8198 0.0040 0.8364 -0.8372 0.0040 0.8537 -0.8546 0.0040
Helman O. Mozo
Page
Job
557 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0518 0.0964 0.0966 1.3598 0.0969 0.0971 0.0972 1.3692 0.1006 0.3331 2.0852 2.1433 0.5405 0.7050 3.8753 0.3101 1.4741 0.6714 0.7994 0.7994 1.2459 0.6807 1.4741 0.7994 1.2459 0.0482 0.0482 0.0483 0.0484 0.0485 0.0486 0.0487 0.0487 0.0518
-0.0518 -0.0964 -0.0966 -1.3598 -0.0969 -0.0971 -0.0972 -1.3692 -0.1006 -0.3331 -2.0852 -2.1433 -0.5405 -0.7050 -3.8753 -0.3101 -1.4741 -0.6714 -0.7994 -0.7994 -1.2459 -0.6807 -1.4741 -0.7994 -1.2459 -0.0482 -0.0482 -0.0483 -0.0484 -0.0485 -0.0486 -0.0487 -0.0487 -0.0518
-0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303 -1.2179 -1.4000 -1.3261 -1.8388 -3.8414 -0.7969 -5.1195 -2.6218 -3.1120 -3.1120 -4.2542 -2.0983 -5.1195 -3.1120 -4.2542 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-0.0510 -0.0957 -0.0958 -1.3591 -0.0961 -0.0963 -0.0964 -1.3683 -0.0997 -0.3328 -2.0849 -2.1431 -0.5402 -0.7048 -3.8751 -0.0000 -1.4741 0.1724 -0.7994 0.2047 -1.2459 0.1374 -0.0066 -0.0036 -0.0056 -0.0474 -0.0475 -0.0476 -0.0476 -0.0477 -0.0478 -0.0478 -0.0479 -0.0510
17:07:07 03/17/10
0.0510 0.0957 0.0958 1.3591 0.0961 0.0963 0.0964 1.3683 0.0997 0.3328 2.0849 2.1431 0.5402 0.7048 3.8751 0.3098 1.4741 0.6714 0.7994 0.7994 1.2459 0.6807 1.4741 0.7994 1.2459 0.0474 0.0475 0.0476 0.0476 0.0477 0.0478 0.0478 0.0479 0.0510
0.1032 0.8710 0.1928 0.7427 0.1928 0.7593 1.2248 0.7762 0.1928 0.7932 0.1928 0.8104 0.1928 0.8277 1.2248 0.8451 0.1996 0.8623 0.8303 0.2999 1.2179 0.2724 1.4000 0.2437 1.3262 0.2107 1.8388 0.1717 3.8414 0.1407 0.7969 310.1180 5.1195 -0.0034 2.5650 843.8578 3.1121 0.0148 3.0445 1000.0000 4.2542 0.0531 2.0434 818.1234 5.0208 1000.0000 3.0585 795.8305 4.1708 1000.0000 0.0964 0.7386 0.0964 0.7541 0.0964 0.7700 0.0964 0.7862 0.0964 0.8025 0.0964 0.8189 0.0964 0.8354 0.0964 0.8519 0.1032 0.8684
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ---------------------------------------------------------------------D127P 47.24 -6412.45 -476.79 2019.91 152.11 -2560.28 -189.24 D128P 47.24 -2019.90 -152.11 -2410.18 -234.18 -2170.31 -189.24 D129P 47.23 223.52 13.96 3115.72 241.20 1664.87 127.21 D130P 47.23 -746.59 -13.98 -810.87 -251.29 -632.64 -107.75 D131P 47.23 586.52 35.15 1748.14 221.67 716.95 78.87 D132P 47.23 -686.19 27.41 2728.60 -325.40 504.43 -73.60 D133P 47.23 -2728.59 325.40 -4182.52 335.92 -1238.63 118.52 D134P 47.22 1194.22 62.23 2714.74 178.51 789.33 48.61 D135P 47.22 1194.23 -62.23 3354.09 -57.37 783.37 -20.60 D136P 47.22 -3354.09 57.37 -2789.20 36.13 -740.85 11.28 D137P 47.22 2789.20 -36.13 563.39 -12.45 667.51 -9.67 D138P 47.22 -563.39 12.45 3104.33 -110.08 502.39 -19.30 D139P 47.22 -3104.33 110.08 -2800.40 172.40 -778.57 37.25
-0.8719 -0.7432 -0.7599 -0.7768 -0.7939 -0.8112 -0.8285 -0.8459 -0.8633 -0.3003 -0.2728 -0.2443 -0.2113 -0.1722 -0.1401 -0.3142 0.0039 -0.0019 -0.0142 -0.0260 -0.0530 -0.0754 -0.0009 -0.0169 -0.0584 -0.7350 -0.7515 -0.7683 -0.7853 -0.8025 -0.8198 -0.8372 -0.8546 -0.8719
0.0040 0.0034 0.0036 0.0037 0.0039 0.0039 0.0040 0.0040 0.0040 0.0165 0.0183 0.0199 0.0217 0.0233 0.0221 0.0052 0.0035 -56.7332 0.0123 -67.4994 0.0174 -54.9904 -98.6623 -53.5005 -83.3835 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069 -0.0069
Helman O. Mozo
Page
Job
558 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
47.22 47.22 47.22 1.90 294.10 1.90 1.90 1.91 1.91 -55.44 -55.45 9.06 -0.03 -0.01 294.10 47.22 47.23 47.23 47.23 47.24 1.90 1.91 1.91 1.91 1.91 1.91 1.92 1.92 -55.45 -55.45 -55.45 -55.44 -55.44 9.06 9.06 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00 -73.12 -73.12 -73.11
2800.40 76.30 -3077.48 -1793.89 549.62 4195.50 2109.71 1848.56 1272.59 -47.71 -133.76 169.85 119.66 21.06 549.63 -2714.75 -1748.13 810.88 -3115.71 2410.19 -1936.81 2457.70 -1030.38 -1422.37 1671.27 -831.05 -619.73 807.73 259.60 -484.21 -88.16 -340.79 403.30 -222.86 98.11 71.31 67.68 21.75 38.75 20.24 -15.42 11.76 82.34 56.33 31.53 17.05 16.69 7.41 -10.85 -15.11 -8.25 488.20 279.58 -92.05
-172.40 95.92 139.48 2443.26 -596.44 -4873.08 -3378.47 -3135.71 -2048.56 259.88 1498.18 404.19 -200.41 -95.27 596.44 -178.51 -221.67 251.29 -241.20 234.18 2776.46 -3986.58 1629.50 2102.02 -2821.91 1325.46 999.50 -1301.24 -767.83 -60.06 -871.59 -446.11 -163.06 -143.82 5.02 -376.80 -291.39 -88.28 -141.27 -44.88 108.63 9.57 201.18 50.80 11.71 -2.63 22.64 15.89 -23.00 -31.81 0.56 122.67 1939.46 -290.96
-76.30 3077.48 -2472.87 -2109.70 6287.67 1793.90 1936.82 1422.38 619.74 88.17 3577.94 222.84 -82.32 -7.40 -1271.92 -4182.52 686.19 -586.52 746.60 -223.51 -2457.69 1030.39 -1848.55 -1671.26 831.06 -1272.58 -807.72 1629.96 133.77 -259.58 484.22 47.72 340.80 -98.13 226.30 -56.31 -31.52 -17.04 -16.67 10.86 15.12 8.26 -71.30 -67.66 -21.74 -38.74 -21.05 -20.23 15.43 -11.75 0.01 -279.58 -191.79 189.70
-95.92 -139.48 235.08 3378.46 -1193.25 -2443.27 -2776.47 -2102.03 -999.51 871.60 5314.18 143.82 -201.19 -15.91 990.42 -335.92 -27.41 -35.15 13.98 -13.96 3986.57 -1629.51 3135.70 2821.90 -1325.48 2048.55 1301.22 -168.84 -1498.17 767.84 60.07 -259.87 446.12 -5.02 -56.37 -50.81 -11.73 2.61 -22.66 22.99 31.80 -0.57 376.79 291.37 88.26 141.25 95.25 44.87 -108.64 -9.59 -0.01 -1939.47 -5061.76 578.99
17:07:07 03/17/10
502.66 660.97 -643.24 -2351.56 6461.11 3597.24 2437.66 1970.45 1139.95 28.48 2424.27 390.28 67.34 24.65 -341.28 -964.99 -313.77 81.87 -1123.50 1263.19 -2647.29 2101.26 -1734.29 -1863.63 1507.43 -1267.25 -859.91 1468.49 276.88 -523.53 278.77 -206.28 523.75 -319.01 322.42 27.04 65.22 8.51 39.83 56.10 -0.54 36.12 19.92 -20.44 17.66 -39.12 -7.86 -23.11 8.27 -48.43 -14.85 121.60 43.00 48.69
-49.51 -9.13 43.41 3507.06 -1691.23 -4394.21 -3707.80 -3155.27 -1836.18 796.42 4795.03 544.65 -724.33 -200.51 749.78 -71.97 -73.59 78.87 -107.75 127.22 4074.12 -3383.19 2870.60 2966.22 -2498.42 2032.54 1385.98 -885.59 -1594.97 498.19 -571.21 -496.92 199.24 -147.92 -51.04 -771.24 -546.70 -154.51 -295.65 -39.49 253.27 16.23 1042.42 617.14 180.31 250.03 212.64 109.58 -237.43 -74.67 0.98 -1058.96 -1529.62 143.60
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P -73.11 -97.04 -1367.37 -337.38 -5173.49 -176.46 -2656.90 D312P -73.10 -50.00 187.50 101.52 3248.96 15.82 1055.30 D313P -73.10 -205.47 1890.81 -374.88 -12075.46 -143.33 -2515.38 D314P -73.10 374.88 12075.45 308.43 14758.57 122.47 4809.29 D315P -73.10 91.99 1269.58 -217.41 10616.67 -25.33 2400.18 D316P -73.09 91.99 -1269.58 428.23 497.49 89.60 -132.98 D317P -73.09 -428.23 -497.50 -404.68 -1851.11 -100.44 -283.23 D318P -73.09 404.68 1851.11 18.84 -84.60 84.32 351.72 D319P -73.09 -18.84 84.60 444.18 1297.60 84.10 273.29 D320P -73.09 -444.18 -1297.60 -526.08 -3360.19 -127.94 -614.16 D321P -73.09 526.08 3360.18 73.88 793.96 110.71 766.54 D322P -73.09 -73.88 -793.96 323.76 476.61 52.37 -66.51 D323P -73.09 -323.76 -476.61 -256.99 -959.13 -67.30 -166.39 D324P -61.18 1471.27 -2248.35 2012.36 -2059.99 2098.58 -2595.39 D325P -343.59 -28.39 -2379.99 1132.11 1194.18 1042.99 -1120.57 D326P -61.18 436.46 253.96 -1471.26 2248.34 -621.50 1502.89 D327P -61.18 -2012.36 2059.98 -3482.60 4233.62 -3310.22 3791.33 D328P -61.19 -1516.26 1591.36 -2339.53 2811.29 -2322.76 2652.20 D329P -61.20 -971.25 980.35 -1668.61 1668.48 -1590.28 1595.68 D330P 8.24 -276.32 387.82 -55.08 1052.79 -233.26 1014.00 D331P 8.24 -1178.25 -331.33 78.14 1679.19 -774.34 948.72 D332P -14.63 293.45 -142.33 140.83 -34.83 431.61 -176.08 D333P 0.03 -285.65 -415.91 -300.56 256.89 -1057.29 -286.81 D334P 0.01 -29.14 -40.40 -50.21 23.77 -143.11 -30.00 D335P -343.58 -28.40 2379.97 -68.16 -948.66 -45.62 676.28 D336P -73.10 217.41 -10616.68 308.43 -14758.57 73.57 -3550.22 D337P -73.10 -101.52 -3248.97 205.47 -1890.82 30.71 -1518.66 D338P -73.11 337.38 5173.48 50.00 -187.50 141.35 1819.34 D339P -73.11 -189.70 -579.00 97.04 1367.36 -43.94 373.87 D340P -73.12 191.79 5061.75 92.05 290.95 163.97 3092.13 D341P -61.19 3482.61 -4233.63 1780.96 -1762.73 3170.83 -3612.27 D342P -61.19 -1780.95 1762.72 -1955.21 2702.13 -2250.70 2689.67 D343P -61.19 1955.22 -2702.14 1516.27 -1591.37 2091.26 -2586.45 D344P -61.19 2339.54 -2811.30 1458.71 -1463.63 2288.10 -2575.26 D345P -61.19 -1458.70 1463.62 -1524.18 2088.03 -1796.92 2139.55 D346P -61.19 1524.19 -2088.04 971.27 -980.36 1503.29 -1848.43 D347P -61.20 1668.62 -1668.49 1291.31 -681.45 1783.09 -1415.63 D348P -61.20 -1291.30 681.44 -760.32 663.93 -1235.91 810.46 D349P 8.24 507.25 -678.66 1178.27 331.34 1186.39 -244.47 D350P 8.24 -625.41 44.60 -507.24 678.67 -797.23 509.09 D351P 8.24 55.09 -1052.78 625.42 -44.58 478.99 -772.40 D352P 8.23 190.58 -479.82 276.33 -387.80 328.65 -610.69 D353P 8.23 -308.49 106.51 -190.57 479.83 -351.27 412.71 D354P -14.63 -140.83 34.82 -154.47 491.23 -293.49 522.81 D355P -14.64 154.47 -491.24 496.08 90.92 646.55 -397.87 D356P 0.03 -89.17 -124.19 -201.66 122.08 -524.55 -3.80 D357P 0.02 -70.66 -146.34 -173.86 81.43 -441.02 -117.06 D358P 0.02 -119.07 -42.93 -130.81 45.93 -450.69 5.40 D359P 0.02 -42.38 -75.36 -77.49 44.64 -216.19 -55.40 D360P 0.01 -24.94 -33.65 -48.79 -15.32 -132.99 -88.32 D361P 0.01 -81.73 37.74 -32.07 -25.72 -205.26 21.68 D362P 0.00 -12.40 -12.89 -3.33 -7.70 -28.37 -37.13 D363P 0.03 300.57 -256.90 89.19 124.18 702.97 -239.39 D364P 0.02 201.68 -122.10 70.68 146.33 491.22 43.69
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.02 0.02 0.01 0.01 0.01 0.00 0.00 168.66 168.66 168.66 168.67 168.68 168.68 168.69 168.70 168.70 168.71 168.71 -155.79 -357.75 -556.86 -597.18 -947.55 143.60 -217.36 143.60 143.60 143.59 143.58 37.64 37.65 -34.40 0.03 0.01 -217.36 168.69 168.68 168.67 168.67 168.66 143.60 143.59 143.59 143.59 143.59 143.59 143.58 143.58 37.64 37.64 37.64 37.64 37.64 -34.40
173.87 130.82 77.50 50.22 48.81 32.09 3.34 4126.49 1352.13 -1383.96 -1177.30 -425.46 249.96 3532.03 -1046.93 -1046.93 2738.19 -2138.28 597.28 2153.83 -1583.28 -407.54 2365.99 -1534.32 -532.60 3109.84 1749.70 1451.05 971.47 -1.27 -72.91 -510.14 536.00 20.64 -532.61 3200.76 1453.73 421.48 4094.91 -831.90 -1310.37 1931.96 -737.06 -946.32 1270.94 -551.38 -315.83 568.33 170.20 -425.34 -174.47 -395.95 678.39 335.61
-81.45 -45.94 -44.66 -23.78 15.30 25.70 7.68 -256.66 -52.89 -5.85 -12.00 35.23 26.13 313.63 60.30 -60.30 57.64 -37.21 40.06 -170.60 169.74 -143.17 -116.31 1988.97 651.65 -2725.92 -2855.89 -2493.02 -1542.85 147.79 1140.46 -449.48 -841.75 -74.00 -651.65 -175.75 -214.18 245.13 -232.25 189.55 1872.74 -3174.39 1122.57 1410.16 -2202.30 826.67 665.48 -1142.25 -673.84 -190.60 -815.99 -375.03 43.09 163.19
119.09 42.39 29.15 24.95 81.75 12.42 0.01 -1352.14 831.89 -4094.92 -421.49 -1453.74 -3532.04 4762.43 -3200.75 -2738.19 2138.28 -597.28 -2153.84 1583.28 407.54 -2365.99 1733.01 -1749.69 -6377.63 1534.33 1310.38 946.33 315.84 174.48 3876.07 -335.60 -239.81 -7.23 688.00 4762.44 -249.96 425.45 1177.29 1383.94 -1931.95 737.07 -1451.04 -1270.93 551.39 -971.46 -568.32 1374.09 72.92 -170.18 425.35 1.28 395.96 275.81
42.91 75.34 40.39 33.63 -37.75 12.87 -0.02 52.89 -189.55 232.25 -245.13 214.18 -313.63 327.99 175.75 -57.64 37.21 -70.91 151.40 -188.67 139.34 83.00 -208.88 2855.88 870.10 -1988.98 -1872.75 -1410.17 -665.49 816.00 5143.28 -163.19 -217.60 4.14 -1244.58 -327.99 -26.13 -35.23 12.00 5.85 3174.38 -1122.58 2493.01 2202.29 -826.68 1542.84 1142.24 401.08 -1140.45 673.86 190.61 -147.78 375.05 -6.73
17:07:07 03/17/10
528.38 312.41 192.36 135.59 235.47 80.27 6.06 1617.09 1069.96 -2731.65 -649.43 -577.08 -810.60 1486.56 -857.73 -651.93 588.08 -544.66 -307.76 492.76 -216.95 -581.28 475.04 -1978.32 -6530.04 2789.29 1843.42 1444.21 775.49 121.92 2676.94 -840.54 534.22 24.20 73.42 1114.12 355.68 309.04 2500.24 318.90 -1953.21 1607.85 -1318.13 -1335.69 1097.79 -917.37 -532.62 1170.13 171.12 -419.17 176.59 -277.79 756.20 607.67
-69.50 53.03 -7.70 17.76 -40.49 69.57 13.83 -118.77 -118.77 112.88 -104.45 76.59 -71.01 114.99 47.66 -20.31 11.44 -21.53 37.86 -47.37 57.03 -12.61 -37.69 2918.58 1438.03 -2831.77 -2848.58 -2351.32 -1330.33 678.38 4422.94 -608.91 -1910.66 -126.00 -895.95 -70.48 -71.00 76.59 -104.45 112.88 3040.44 -2588.54 2178.06 2176.18 -1824.69 1427.42 1088.99 -446.49 -1277.03 340.15 -440.18 -367.99 294.31 155.50
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-34.41 -275.79 6.73 -974.20 213.44 -1242.31 218.82 0.03 -30.06 -361.63 -18.51 -9.99 -87.61 -670.26 0.02 93.45 -248.15 -41.14 25.32 94.35 -401.91 0.02 15.23 -58.39 -14.61 27.70 1.11 -55.35 0.02 40.43 -117.09 -17.30 -0.03 41.72 -211.25 0.01 20.32 -26.09 10.83 40.53 56.20 26.05 0.01 -15.45 120.24 15.12 37.49 -0.58 284.47 0.00 11.78 13.99 8.25 2.43 36.14 29.63 0.03 239.82 217.59 30.08 361.62 486.79 1044.66 0.03 18.53 9.98 -93.43 248.14 -135.10 465.54 0.02 41.15 -25.34 -15.21 58.38 46.79 59.60 0.02 14.62 -27.72 -40.41 117.08 -46.52 161.17 0.02 17.31 0.01 -20.63 73.98 -5.97 133.46 0.01 7.24 -4.16 -20.31 26.07 -23.56 39.53 0.01 -10.82 -40.55 15.46 -120.25 8.37 -290.02 0.01 -15.11 -37.50 -11.77 -14.01 -48.47 -92.91 0.00 -8.24 -2.45 0.02 -0.02 -14.83 -4.44 383.24 654.48 -688.54 -348.64 2277.24 178.27 926.01 383.24 348.64 -2277.23 -145.18 5128.13 99.67 1396.67 383.25 -111.07 350.28 176.75 -783.94 32.75 -216.22 383.25 -93.42 1597.41 -330.09 4914.17 -172.03 2645.01 383.25 -44.43 -1026.63 80.68 -1104.63 11.13 -654.49 383.25 -249.98 2929.82 -397.81 14253.05 -159.99 4243.79 383.26 397.81 -14253.04 311.91 -14798.31 127.20 -5206.69 383.27 94.31 -1163.39 -215.85 -10423.74 -24.54 -2339.78 383.27 94.31 1163.39 439.61 -632.16 91.96 91.50 383.28 -439.61 632.17 -433.61 2023.30 -105.30 320.24 383.28 433.61 -2023.30 1.68 79.76 86.67 -386.96 -251.20 -1.68 -140.08 602.73 -1561.15 118.84 -336.37 -568.56 -602.73 1530.98 -688.66 3455.74 -170.28 657.53 -881.47 688.66 -3485.49 172.76 -758.84 158.95 -783.18 -921.78 -172.76 755.01 419.63 -435.57 51.74 66.95 -921.78 -419.63 435.57 -446.30 919.88 -100.35 157.08 316.35 1418.87 -2329.85 1598.57 -2678.36 1817.73 -3016.99 466.88 307.71 2463.82 -260.03 -1599.17 45.06 817.08 316.35 47.56 -973.14 -1418.86 2329.84 -823.61 814.84 316.35 -1598.56 2678.35 -2756.54 5318.62 -2623.56 4817.45 316.35 -1135.72 2195.52 -1838.88 3560.01 -1791.93 3467.19 316.35 -688.80 1379.19 -1325.54 2263.65 -1213.46 2194.48 -4.54 -230.78 473.76 31.41 1108.81 -140.33 1113.92 -4.55 -876.76 -203.67 994.13 1361.87 82.62 815.23 14.57 104.46 118.76 25.99 46.07 129.65 163.82 -0.03 321.82 192.06 -158.55 19.01 294.48 380.70 -0.01 -15.05 -40.83 -37.00 23.90 -93.88 -30.54 466.88 307.71 -2463.80 358.09 464.70 314.59 -944.56 383.26 215.85 10423.75 311.91 14798.31 73.84 3528.78 383.25 -80.68 1104.64 249.98 -2929.82 50.02 -539.29 383.25 330.09 -4914.16 44.43 1026.63 136.66 -1418.52 383.25 -176.75 783.95 93.42 -1597.40 -39.52 -385.76 383.24 145.18 -5128.12 111.07 -350.27 148.03 -3164.74 316.35 2756.55 -5318.62 1309.70 -2474.19 2449.55 -4694.46 316.35 -1309.69 2474.18 -1652.51 3229.28 -1784.46 3435.82 316.35 1652.52 -3229.29 1135.73 -2195.53 1679.67 -3267.96 316.35 1838.89 -3560.02 1069.75 -2078.53 1752.19 -3396.72
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
316.35 -1069.74 316.35 1246.35 316.36 1325.55 316.36 -992.83 -4.54 368.07 -4.54 -561.64 -4.54 -31.40 -4.54 111.35 -4.53 -10.67 14.57 -25.99 14.58 102.13 -0.03 -36.91 -0.02 -47.40 -0.02 -98.13 -0.02 -26.70 -0.01 -12.64 -0.01 -74.08 -0.00 -9.45 -0.03 158.56 -0.03 174.37 -0.02 150.09 -0.02 113.82 -0.02 62.61 -0.01 37.02 -0.01 37.66 -0.01 27.94 -0.00 1.48
2078.52 -1246.34 -2539.40 688.81 -2263.66 992.84 1249.10 -661.75 -760.86 876.77 181.77 -368.06 -1108.79 561.65 -435.11 230.80 -158.39 -111.34 -46.06 -102.13 510.84 363.37 -256.41 -174.35 -114.77 -150.08 -50.42 -113.81 -73.65 -62.60 -33.47 -37.64 37.71 -27.93 -12.93 -1.46 -19.03 36.92 -172.42 47.41 -69.41 98.14 -48.83 26.72 -44.02 15.07 -23.91 12.66 15.38 74.09 25.66 9.47 7.66 0.02
2539.39 -1395.23 2781.88 -1379.20 1165.76 -2360.60 -1249.11 1396.62 -2116.13 155.33 -996.74 846.05 203.68 876.21 -392.19 760.88 -654.39 663.50 -181.75 373.23 -908.38 -473.74 240.83 -639.72 435.13 -85.87 194.79 -510.83 -127.34 -553.46 -90.57 462.64 417.70 172.41 -381.03 -151.50 69.40 -356.17 -81.83 48.82 -382.25 -2.89 44.00 -161.06 -53.47 -15.39 -90.69 -88.13 -25.68 -183.98 21.70 -7.68 -19.69 -37.17 256.40 352.57 428.12 114.75 400.01 -104.01 50.41 447.71 -34.27 73.64 253.48 44.73 40.81 140.11 -5.78 33.46 89.59 17.22 -37.72 201.56 -40.31 12.92 67.48 69.59 -0.01 2.70 13.79
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 24 "VIENTO4"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ----------------------------------------------------------------------------------------------D0Z93P -0.01278 -378.5 -0.02082 0.0000 0.0000 0.0000 -0.01278 -379.9 93.31 D1Z93P -0.01299 -0.3895 -0.0209 0.6571 0.0272 0.0116 1.312 -1.715 93.31 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.006142 -1000 67.28 0.0000 0.0000 0.0000 -3.516 -1007 75.87 D4Z13P 8.996e-005 -729.1 49.02 0.0000 0.0000 0.0000 8.996e-005 -735.8 62.36 D5Z19P -0.00845 -0.01354 -0.01107 0.1196 0.0702 0.9046 -6.349 -6.354 18.72 D6Z26P 0.002293 -540 36.29 0.0000 0.0000 0.0000 -2.531 -545.9 62.57 D7Z31P -0.001315 -871.8 58.59 0.0000 0.0000 0.0000 -0.001315 -877.2 89.91 D8Z26P 0.002253 -0.02155 -0.01586 0.1864 0.1156 1.1427 -5.831 -5.854 26.27 D9Z13P -0.0008236 -0.004963 -0.008481 0.1534 -0.0734 0.6553 -6.704 -6.708 13.33 D10Z31P -0.001321 -0.03593 -0.01771 0.2777 -0.0021 1.2315 -5.496 -5.53 31.3 D11Z36P -0.006633 -0.0527 -0.01923 0.2395 0.0855 1.1621 -5.165 -5.211 36.3 D12Z45P 0.002689 -0.07487 -0.02223 0.2897 0.0809 1.0498 -4.6 -4.678 44.55 D13Z45P 0.002697 -833.4 56 0.0000 0.0000 0.0000 -2.38 -838 100.6 D14Z50P -0.00377 -761.2 51.15 0.0000 0.0000 0.0000 -0.00377 -765.4 101.5 D15Z55P -0.008775 -0.1279 -0.02294 0.4901 0.0565 0.8964 -3.892 -4.011 55.26 D16Z68P -0.002222 -0.1873 -0.02326 0.1682 -0.0003 -0.0110 3.029 -3.219 67.93 D17Z68P -0.01236 -0.2024 -0.02357 0.3248 0.0013 0.7437 -3.044 -3.234 67.93 D18Z55P -0.0006466 -0.118 -0.02212 0.4129 -0.0164 0.0107 3.882 -4.001 55.26 D19Z75P -0.008852 -0.2351 -0.02367 0.4416 -0.0224 0.0064 2.525 -2.769 75.33 D20Z75P -0.009058 -0.2542 -0.02355 0.4250 0.0641 0.6349 -2.543 -2.788 75.33 D21Z81P -0.007914 -0.2805 -0.02301 0.4411 -0.0265 0.0047 2.125 -2.413 81.3 D22Z81P -0.01271 -0.3012 -0.02257 0.5375 0.0269 0.5509 -2.145 -2.434 81.3 D23Z86P -0.01129 -0.3411 -0.02179 0.5483 0.0206 0.4905 -1.838 -2.168 85.85 D24Z86P -0.01133 -0.3181 -0.02256 0.5076 -0.0060 0.0063 1.815 -2.145 85.85 D25Z90P -0.01039 -0.3524 -0.0217 0.5280 -0.0257 0.0077 1.566 -1.929 89.57 D26Z90P -0.01378 -0.3762 -0.02073 0.5778 0.0250 0.4390 -1.59 -1.953 89.57 D27Z93P -0.01256 -0.4143 -0.01971 0.6412 0.0182 0.3858 -1.338 -1.739 93.32 D28Z50P -0.003842 -0.1019 -0.02266 0.3260 -0.0239 0.9780 -4.218 -4.316 50.33 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.005459 -1000 67.28 0.0000 0.0000 0.0000 3.517 -1007 75.87 D31Z19P 0.007797 -0.01191 -0.01022 0.0520 -0.0164 -0.0016 6.348 -6.352 18.72 D32Z26P -0.003764 -540 36.29 0.0000 0.0000 0.0000 2.529 -545.9 62.57 D33Z26P -0.003733 -0.01857 -0.01488 0.0992 -0.0484 0.0013 5.829 -5.851 26.27 D34Z13P 0.0009702 -0.003943 -0.007832 0.1019 0.1081 -0.0048 6.704 -6.707 13.33 D35Z31P -0.001325 -0.03205 -0.01669 0.1853 0.0685 -0.0025 5.493 -5.526 31.3 D36Z36P 0.002688 -0.04785 -0.0182 0.1506 -0.0194 -0.0005 5.161 -5.206 36.3 D37Z45P -0.008207 -0.06843 -0.0212 0.2053 -0.0256 0.0009 4.595 -4.672 44.55 D38Z45P -0.008215 -833.4 56 0.0000 0.0000 0.0000 2.375 -838 100.6 D39Z50P -0.003698 -0.09374 -0.02173 0.2410 0.0671 -0.0049 4.211 -4.308 50.33 D40Z113P -0.003013 -0.6673 -0.02484 0.8035 0.0311 0.1757 -1.328 -1.992 113.2 D41Z113P -0.002891 -0.6631 -0.02616 0.8686 0.0261 0.0024 1.322 -1.988 113.2 D42Z110P -0.004682 -0.6212 -0.0243 0.7861 0.0299 0.2107 -1.33 -1.946 109.9 D43Z110P -0.004526 -0.6133 -0.02563 0.8459 0.0288 0.0040 1.32 -1.938 109.9 D44Z107P -0.00635 -0.5763 -0.02366 0.7614 0.0334 0.2457 -1.331 -1.901 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
564 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P -0.006258 D46Z103P -0.008025 D47Z103P -0.007926 D48Z100P -0.009769 D49Z100P -0.009481 D50Z97P -0.01136 D51Z97P -0.01108 D52Z95P -0.01222 D53Z98P -0.009675 D54Z102P -0.009132 D55Z105P -0.006712 D56Z108P -0.005738 D57Z112P -0.003486 D58Z115P -0.002282 D59Z95P -0.0118 D60Z98P -0.01119 D61Z102P -0.008476 D62Z105P -0.007572 D63Z108P -0.005178 D64Z112P -0.004047 D65Z115P -0.001862 D66Z117P -0.001299 D67Z118P -0.001007 D68Z118P -0.001309 D69Z117P -0.001613 D70Z119P -0.0005527 D71Z119P -0.0005809 D72Z121P -0.0004413 D73Z121P -0.0003682 D74Z122P -0.0001613 D75Z122P -0.0001199 D76Z124P -9.11e-006 D77Z124P 2.457e-005 D78Z125P 0.0002266 D79Z125P 0.000246 D80Z126P 0.000354 D81Z126P 0.0003749 D82Z128P 0.0006301 D83Z128P 0.0004581 D84Z131P 0.001892 D85Z131P 0.00184 D86Z129P 0.001038 D87Z130P 0.001258 D88Z130P 0.001627 D89Z129P 0.0009303 D90Z141P -0.005339 D91Z141P -0.005338 D92Z131P 0.001587 D93Z132P 0.001129 D94Z133P 0.0007782 D95Z133P 0.0003165 D96Z134P -4.576e-005 D97Z134P -0.0004896 D98Z135P -0.0008647
-0.565 -0.5329 -0.5181 -0.4913 -0.473 -0.452 -0.4305 -0.4331 -0.4515 -0.5119 -0.5413 -0.5986 -0.638 -0.6908 -0.4099 -0.4714 -0.4953 -0.5545 -0.5889 -0.6441 -0.6881 -0.7181 -0.7331 -0.7334 -0.7188 -0.7556 -0.7564 -0.7786 -0.78 -0.8017 -0.8037 -0.8251 -0.8276 -0.8489 -0.8519 -0.8728 -0.8762 -0.9008 -0.8968 -0.9463 -0.9536 -0.918 -0.9294 -0.9356 -0.913 -1.149 -1.142 -0.9636 -0.9676 -0.9836 -0.9895 -1.004 -1.012 -1.025
-0.02498 -0.02289 -0.0242 -0.02198 -0.02326 -0.02093 -0.02217 -0.02037 -0.02275 -0.02247 -0.02462 -0.02401 -0.02593 -0.02508 -0.02158 -0.02149 -0.02377 -0.02331 -0.02534 -0.0246 -0.0264 -0.02035 -0.01705 -0.01733 -0.01971 -0.01729 -0.01753 -0.01748 -0.01773 -0.01767 -0.01788 -0.01781 -0.01803 -0.01794 -0.01813 -0.01804 -0.01824 -0.01832 -0.01814 -0.01327 -0.01275 -0.0165 -0.01491 -0.01462 -0.01654 -0.01402 -0.01351 -0.01287 -0.01349 -0.01307 -0.01366 -0.01322 -0.01379 -0.01333
0.8214 0.7350 0.7947 0.6996 0.7572 0.6590 0.7153 0.6507 0.7320 0.7192 0.8087 0.7746 0.8611 0.8188 0.7166 0.6771 0.7786 0.7488 0.8338 0.7965 0.8523 0.8465 0.8609 0.8862 0.8218 0.9294 0.9485 0.9277 0.9527 0.9377 0.9594 0.9535 0.9745 0.9622 0.9804 0.9650 0.9846 0.9914 0.9654 1.0549 1.0295 1.0017 0.9577 1.0337 0.9512 1.1809 1.1015 1.0216 1.1170 1.0552 1.1451 1.0769 1.1611 1.0863
17:07:07 03/17/10
0.0246 0.0260 0.0313 0.0388 0.0174 0.0142 0.0399 0.0229 0.0271 0.0290 0.0292 0.0274 0.0286 0.0302 0.0327 0.0278 0.0280 0.0285 0.0314 0.0280 0.0354 -0.0048 0.0427 0.0183 0.0729 0.0046 0.0222 0.0084 0.0064 0.0091 0.0085 0.0074 0.0072 0.0084 0.0071 0.0029 0.0067 0.0127 0.0082 -0.0067 -0.0153 0.0299 0.0560 0.0276 0.0423 -0.0418 -0.0419 -0.0384 -0.0492 -0.0421 -0.0399 -0.0416 -0.0421 -0.0417
0.0055 0.2807 0.0070 0.3157 0.0086 0.3507 0.0101 0.3682 0.0093 0.2982 0.0063 0.2282 0.0032 0.1582 0.0109 0.3332 0.0078 0.2632 0.0047 0.1932 0.0017 0.0067 0.1437 0.0091 0.1466 0.1416 0.0075 0.1395 0.0059 0.1375 0.0043 0.1354 0.0027 0.1333 0.0011 0.1312 -0.0005 -0.0021 0.1291 0.1223 -0.0077 -0.0073 0.1257 -0.0077 0.1274 0.1222 -0.0077 -0.0077 0.1223 -0.0077 0.1223 -0.0077 0.1222 -0.0077
1.319 -1.333 1.317 -1.335 1.316 -1.336 1.314 -1.337 1.315 -1.334 1.318 -1.331 1.322 -1.327 1.313 -1.336 1.317 -1.333 1.32 -1.329 1.323 0.9004 -0.691 0.6887 -0.9033 -0.6906 0.6894 -0.6904 0.6896 -0.6902 0.6899 -0.69 0.69 -0.6898 0.6902 -0.6896 0.6904 0.6906 -0.6895 -0.3481 0.3518 0.5777 -0.4621 0.465 -0.5757 -0.3553 0.3447 0.3516 -0.3489 0.3508 -0.3497 0.35 -0.3505 0.3491
-1.89 -1.858 -1.843 -1.816 -1.798 -1.777 -1.756 -1.758 -1.776 -1.837 -1.866 -1.924 -1.963 -2.016 -1.735 -1.796 -1.82 -1.879 -1.914 -1.969 -2.013 -1.62 -1.423 -1.423 -1.62 -1.446 -1.446 -1.469 -1.47 -1.492 -1.494 -1.515 -1.518 -1.539 -1.542 -1.563 -1.566 -1.591 -1.587 -1.296 -1.304 -1.495 -1.393 -1.399 -1.49 -1.499 -1.492 -1.314 -1.318 -1.334 -1.34 -1.354 -1.362 -1.375
106.6 103.3 103.3 99.96 99.96 96.64 96.64 94.98 98.3 101.6 104.9 108.3 111.6 114.9 94.98 98.3 101.6 104.9 108.3 111.6 114.9 116.9 117.9 117.9 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.6 134.2 134.8
Helman O. Mozo
Page
Job
565 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P
-0.001298 -0.001681 -0.002105 -0.002496 -0.002913 -0.003311 -0.003721 -0.004124 -0.00453 -0.004934 -0.01306 -0.01279 -0.01199 -0.01075 -0.01236 -0.006121 -0.005454 0.006136 0.001154 0.0003359 -0.0004757 -0.001287 -0.002098 -0.002909 -0.00372 -0.004529 -0.01229 -0.01063 -0.009987 -0.008186 -0.005498 -0.005732 2.318e-014 0.01038 -1000 -175.5 -540 -208.3 -833.3 -140.4 0.001735 0.0003356 0.006962 0.006329 0.00904 0.008281 1000 0.003297 0 -0.005429 540 0.002362 -0.001249 0.0007538
-1.034 -1.046 -1.057 -1.068 -1.08 -1.089 -1.103 -1.11 -1.126 -1.132 -0.3964 -0.3599 -0.3229 -0.2784 -0.2319 -0.188 0.003019 0.002718 -0.9735 -0.9939 -1.015 -1.036 -1.057 -1.078 -1.1 -1.121 -0.3715 -0.3364 -0.3002 -0.2599 -0.2096 -0.1768 -0.3898 -0.3896 0.003044 -0.002295 -0.01853 -0.032 -0.0684 -0.09365 -0.1862 -0.1169 -0.2352 -0.2799 -0.3184 -0.3521 0.0006092 0.0005491 0 -0.009408 -0.01956 -0.0196 -0.004501 -0.03217
-0.01389 -0.01341 -0.01395 -0.01346 -0.01399 -0.01349 -0.01401 -0.0135 -0.01402 -0.01351 -0.02021 -0.02121 -0.02213 -0.02312 -0.02336 -0.02239 -0.005839 -0.006321 -0.01298 -0.01315 -0.01328 -0.01338 -0.01344 -0.01348 -0.0135 -0.0135 -0.02137 -0.02209 -0.02282 -0.02329 -0.02371 -0.02172 -0.006092 0.008867 -67.29 -11.8 -36.31 -14.01 -56.04 -9.445 0.01345 0.01365 0.01301 0.01193 0.01103 0.009973 67.29 0.003819 0 0.006979 36.31 0.009879 0.005167 0.01098
1.1718 1.0977 1.1804 1.1046 1.1853 1.1084 1.1843 1.1022 1.1816 1.1023 0.6115 0.5743 0.5308 0.4974 0.4715 0.3249 0.0342 0.0690 1.0348 1.0686 1.0821 1.0921 1.1016 1.1075 1.1055 1.1018 0.5589 0.5309 0.4737 0.4284 0.4095 0.2623 0.0000 0.6626 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1724 0.4157 0.4359 0.4644 0.5029 0.5187 0.0000 0.0348 0.0000 0.0502 0.0000 0.1145 0.0625 0.1634
17:07:07 03/17/10
-0.0416 -0.0417 -0.0418 -0.0417 -0.0417 -0.0417 -0.0418 -0.0418 -0.0418 -0.0418 0.0600 -0.0184 0.0695 -0.0138 0.0988 0.0319 0.0169 0.0106 -0.0425 -0.0429 -0.0426 -0.0424 -0.0423 -0.0423 -0.0421 -0.0418 -0.0584 0.0266 -0.0569 0.0228 -0.0740 0.0043 0.0000 -0.0293 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0012 0.0126 0.0243 0.0184 0.0073 0.0280 0.0000 -0.0155 0.0000 0.0152 0.0000 0.0332 -0.0710 -0.0470
0.1222 -0.0077 0.1222 -0.0077 0.1222 -0.0077 0.1222 -0.0077 0.1222 -0.0077 0.4075 0.4649 0.5161 0.5924 0.6740 0.8151 -0.0017 0.4200 -0.0077 -0.0077 -0.0077 -0.0077 -0.0077 -0.0077 -0.0077 -0.0077 0.0113 0.0050 0.0081 0.0014 0.0088 -0.0032 0.0000 -0.0162 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0313 -0.0060 -0.0165 -0.0188 -0.0198 -0.0197 0.0000 -0.0041 0.0000 -0.0074 0.0000 -0.0066 -0.0090 -0.0119
-0.3513 -1.384 135.3 0.3483 -1.396 135.9 -0.3521 -1.407 136.4 0.3475 -1.418 137 -0.3529 -1.43 137.5 0.3467 -1.439 138.1 -0.3537 -1.453 138.6 0.3459 -1.46 139.2 -0.3545 -1.476 139.7 0.3451 -1.482 140.3 -1.453 -1.836 91.61 -1.705 -2.052 87.85 -1.98 -2.291 83.75 -2.327 -2.594 78.57 -2.773 -2.992 71.96 -3.411 -3.593 62.38 7.017 -7.019 8.584 -7.016 -7.02 8.584 0.3512 -1.323 132 0.3503 -1.344 133.1 0.3495 -1.365 134.2 0.3487 -1.386 135.3 0.3479 -1.407 136.4 0.3471 -1.428 137.5 0.3463 -1.45 138.6 0.3455 -1.471 139.7 1.428 -1.811 91.61 1.682 -2.029 87.85 1.958 -2.268 83.75 2.308 -2.576 78.57 2.755 -2.97 71.96 3.399 -3.582 62.38 1.325 -0.3898 93.33 1.335 0.9354 93.34 -993 -3.519 -58.7 -168.8 -0.002295 1.543 -534.2 -2.551 -10.03 -202.8 -0.032 17.31 -828.7 -2.452 -11.46 -136.2 -0.09365 40.91 3.033 2.845 67.97 3.883 3.766 55.3 2.541 2.299 75.37 2.139 1.853 81.34 1.836 1.508 85.89 1.585 1.224 89.6 1007 3.523 75.88 7.026 7.023 8.594 7.6 7.6 0 6.335 6.331 18.74 545.8 2.513 62.59 5.835 5.813 26.29 6.702 6.699 13.35 5.495 5.462 31.33
Helman O. Mozo
Page
Job
566 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
-0.002173 0.005619 833.3 0.002553 -0.0005281 0.001317 0.003159 0.004966 0.006673 0.008397 0.007059 0.003763 0.0002411 0.009157 0.005625 0.002059 -0.001523 -0.002209 -0.002265 -0.002567 -0.003001 -0.00328 -0.003642 -0.003905 -0.004239 -0.004612 -0.006065 -0.005109 -0.005739 0.0003695 -0.005771 -0.005007 -0.0043 -0.003578 -0.002861 -0.002142 -0.001424 -0.0007066 1.083e-005 -0.005377 -0.004656 -0.003938 -0.00322 -0.002501 -0.001783 -0.001065 -0.0003479 0.009919 0.008354 0.007783 0.00653 0.003969 0.004156 0.0102
-0.04673 -0.0702 -0.07017 -0.09381 -0.6631 -0.6133 -0.565 -0.5181 -0.473 -0.4305 -0.4513 -0.5412 -0.6379 -0.4099 -0.4953 -0.5889 -0.688 -0.7181 -0.7333 -0.7564 -0.78 -0.8037 -0.8276 -0.8519 -0.8762 -0.9007 -0.9536 -0.918 -0.9356 -1.142 -0.9635 -0.9836 -1.004 -1.025 -1.046 -1.068 -1.089 -1.11 -1.132 -0.9735 -0.9939 -1.015 -1.036 -1.057 -1.078 -1.1 -1.121 -0.3713 -0.3366 -0.3007 -0.2593 -0.2095 -0.1768 -378.5
0.01189 0.01351 56.03 0.01361 0.0132 0.01278 0.01226 0.01162 0.01085 0.009936 0.01043 0.01197 0.01302 0.009446 0.01127 0.01255 0.01338 0.007233 0.004187 0.004375 0.004514 0.004659 0.004762 0.004868 0.004943 0.00502 -0.000666 0.00314 0.001238 -4.467e-005 -0.0005552 -0.0003826 -0.0002543 -0.0001671 -0.0001038 -6.355e-005 -4.5e-005 -4.445e-005 -4.452e-005 -0.0004691 -0.0003187 -0.0002117 -0.0001356 -8.383e-005 -5.445e-005 -4.565e-005 -4.464e-005 0.009482 0.01044 0.01144 0.01243 0.0134 0.01232 0.0086
0.1565 0.2101 0.0000 0.2184 0.8680 0.8452 0.8233 0.7927 0.7612 0.7096 0.7323 0.8087 0.8612 0.7152 0.7784 0.8334 0.8580 0.8577 0.8905 0.9510 0.9510 0.9590 0.9737 0.9809 0.9827 0.9894 1.0276 1.0132 1.0356 1.1022 1.0245 1.0543 1.0786 1.0848 1.0975 1.1047 1.1098 1.1008 1.1019 1.0408 1.0662 1.0825 1.0930 1.1016 1.1065 1.1057 1.1028 0.5719 0.5228 0.4829 0.4201 0.4236 0.2596 0.0000
17:07:07 03/17/10
0.0134 0.0207 0.0000 -0.0463 -0.0300 -0.0307 -0.0280 -0.0327 -0.0222 -0.0382 -0.0295 -0.0316 -0.0326 -0.0344 -0.0304 -0.0330 -0.0301 0.0090 -0.0026 -0.0180 -0.0139 -0.0127 -0.0129 -0.0112 -0.0148 -0.0152 0.0197 -0.0279 -0.0287 0.0371 0.0380 0.0367 0.0372 0.0371 0.0371 0.0371 0.0371 0.0371 0.0371 0.0405 0.0363 0.0373 0.0371 0.0371 0.0371 0.0371 0.0371 0.0492 -0.0205 0.0485 -0.0151 0.0604 0.0010 0.0000
-0.0114 -0.0125 0.0000 -0.0201 -0.0383 -0.0346 -0.0309 -0.0272 -0.0236 -0.0199 -0.0217 -0.0291 -0.0364 -0.0180 -0.0254 -0.0327 -0.0401 -0.0447 -0.0466 -0.0463 -0.0460 -0.0457 -0.0454 -0.0451 -0.0449 -0.0446 -0.0517 -0.0484 -0.0511 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0517 -0.0159 -0.0216 -0.0170 -0.0223 -0.0128 -0.0218 0.0000
5.156 4.609 837.9 4.217 1.324 1.326 1.328 1.33 1.332 1.333 1.332 1.329 1.325 1.334 1.331 1.327 1.323 0.8995 0.6877 0.6874 0.687 0.6867 0.6864 0.6861 0.6858 0.6854 0.3439 0.5716 0.4576 0.3504 0.3442 0.345 0.3457 0.3464 0.3471 0.3479 0.3486 0.3493 0.35 0.3446 0.3453 0.3461 0.3468 0.3475 0.3482 0.3489 0.3497 1.45 1.701 1.975 2.322 2.764 3.409 0.0102
5.111 4.533 2.313 4.121 0.6619 0.7117 0.76 0.8069 0.852 0.8945 0.8737 0.7838 0.6871 0.9151 0.8297 0.7361 0.637 0.1836 -0.04334 -0.06642 -0.09001 -0.1137 -0.1376 -0.1619 -0.1862 -0.2107 -0.6036 -0.3414 -0.4723 -0.7925 -0.6135 -0.6336 -0.6543 -0.6752 -0.6963 -0.7177 -0.7391 -0.7605 -0.7818 -0.6235 -0.6439 -0.6647 -0.6857 -0.707 -0.7284 -0.7498 -0.7711 1.069 1.356 1.667 2.057 2.551 3.228 -377.2
36.33 44.59 100.6 50.37 113.3 110 106.6 103.3 99.99 96.67 98.33 105 111.6 95.01 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.64 87.88 83.79 78.61 72 62.41 93.34
Helman O. Mozo
Page
Job
567 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P
0.01002 -0.4143 0.003303 -1000 -0.0001124 -1000 0.002394 -540 0.0008328 -1000 0.005628 -833.4 0.002673 -1000 0.009609 -0.2017 0.006587 -0.1269 0.007234 -0.2533 0.01014 -0.3012 0.009065 -0.3408 0.01108 -0.376 -0.003891 -1000 -0.003887 0.0001596 0 0 0.005774 -0.01081 -0.00157 -540 -0.001532 -0.02241 0.001003 -0.005434 0.000908 -0.03597 0.00483 -0.05155 -0.001932 -0.07657 -0.001941 -833.4 0.002793 -0.102 -0.0004353 -0.6673 0.001438 -0.6212 0.00323 -0.5763 0.005044 -0.5329 0.006906 -0.4913 0.008629 -0.452 0.008264 -0.4712 0.004444 -0.5544 0.0006712 -0.644 0.009597 -0.4331 0.006176 -0.5118 0.002511 -0.5985 -0.001199 -0.6907 -0.001952 -0.7187 -0.002515 -0.7332 -0.00257 -0.7556 -0.002938 -0.7785 -0.003248 -0.8017 -0.003615 -0.8251 -0.00389 -0.849 -0.004216 -0.8728 -0.004472 -0.8969 -0.006085 -0.9463 -0.005012 -0.9129 -0.005436 -0.9294 0.0003691 -1.149 -0.005675 -0.9567 -0.004971 -0.9785 -0.004265 -1.001
0.007567 -67.28 -72.61 -36.29 -86.6 -56.01 -70.04 0.01358 0.01422 0.01277 0.01128 0.01015 0.008849 -67.28 0.004136 0 0.007553 -36.29 0.01053 0.0056 0.01166 0.01259 0.01426 -56.01 0.01428 0.01176 0.01134 0.01083 0.01021 0.009464 0.008591 0.00906 0.01054 0.01158 0.008123 0.009869 0.01111 0.01195 0.006536 0.003803 0.003989 0.004176 0.004314 0.004451 0.004548 0.004646 0.004715 -0.000208 0.003112 0.001464 0.0004082 -0.0001124 6.108e-005 0.0001896
0.6344 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2389 0.4649 0.4862 0.5094 0.5370 0.5694 0.0000 0.0645 0.0000 0.0980 0.0000 0.1751 0.1007 0.2258 0.2158 0.2670 0.0000 0.2811 0.8071 0.7857 0.7627 0.7340 0.7017 0.6559 0.6773 0.7487 0.7960 0.6519 0.7192 0.7742 0.8071 0.8137 0.8575 0.9246 0.9300 0.9380 0.9543 0.9616 0.9668 0.9661 1.0397 0.9353 0.9554 1.1804 1.1092 1.1315 1.1564
17:07:07 03/17/10
-0.0168 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0021 -0.0351 -0.0292 -0.0181 -0.0104 -0.0152 0.0000 -0.0088 0.0000 -0.0517 0.0000 -0.0760 0.0448 0.0078 -0.0532 -0.0530 0.0000 0.0255 -0.0338 -0.0322 -0.0348 -0.0293 -0.0387 -0.0205 -0.0298 -0.0309 -0.0320 -0.0266 -0.0312 -0.0297 -0.0264 -0.0570 -0.0223 -0.0034 -0.0163 -0.0131 -0.0131 -0.0120 -0.0117 -0.0116 0.0242 -0.0371 -0.0523 0.0371 0.0416 0.0372 0.0372
0.2431 -1.315 0.0000 3.526 0.0000 -0.0001124 0.0000 2.535 0.0000 0.0008328 0.0000 2.389 0.0000 0.002673 0.4768 -3.022 0.5623 -3.877 0.3983 -2.527 0.3490 -2.122 0.3107 -1.817 0.2780 -1.565 0.0000 -3.526 0.3677 -7.026 0.0000 -7.6 0.6212 -6.335 0.0000 -2.534 0.7359 -5.834 0.4949 -6.702 0.7758 -5.493 0.7318 -5.153 0.6613 -4.605 0.0000 -2.385 0.6187 -4.212 0.1057 -1.325 0.1286 -1.324 0.1515 -1.322 0.1744 -1.32 0.1973 -1.318 0.2202 -1.316 0.2088 -1.317 0.1630 -1.321 0.1172 -1.324 0.2317 -1.315 0.1859 -1.319 0.1401 -1.322 0.0943 -1.326 0.0782 -0.9036 0.0721 -0.6925 0.0712 -0.6926 0.0703 -0.6929 0.0694 -0.6932 0.0685 -0.6936 0.0676 -0.6939 0.0667 -0.6942 0.0658 -0.6945 0.0337 -0.3561 0.0572 -0.5817 0.0439 -0.4688 0.0337 -0.3496 0.0337 -0.3557 0.0337 -0.355 0.0337 -0.3543
0.9107 -993 -993.3 -534.2 -994.5 -828.8 -995.8 2.83 3.756 2.281 1.831 1.486 1.2 -993 7.023 7.6 6.33 -534.2 5.81 6.698 5.458 5.107 4.527 -828.8 4.113 0.6577 0.7038 0.7487 0.7921 0.8337 0.873 0.8538 0.7706 0.681 0.8919 0.8132 0.7265 0.6343 0.1829 -0.04319 -0.06556 -0.08854 -0.1117 -0.1351 -0.159 -0.1828 -0.2069 -0.5963 -0.3363 -0.4661 -0.7988 -0.6067 -0.6285 -0.6507
93.34 -58.69 -59.27 -10.01 -55.28 -11.44 -19.69 67.97 55.3 75.37 81.34 85.89 89.6 -58.69 8.594 0 18.74 -10.01 26.3 13.35 31.33 36.33 44.59 -11.44 50.37 113.3 110 106.6 103.3 99.99 96.67 98.33 105 111.6 95.01 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7
Helman O. Mozo
Page
Job
568 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P -0.003556 -1.023 0.0002806 1.1650 0.0372 D268Z136P -0.002845 -1.046 0.0003443 1.1766 0.0371 D269Z137P -0.002134 -1.069 0.0003847 1.1834 0.0371 D270Z138P -0.001422 -1.092 0.0004035 1.1873 0.0371 D271Z139P -0.0007069 -1.115 0.000408 1.1811 0.0371 D272Z140P 1.024e-005 -1.137 0.0004082 1.1811 0.0371 D273Z132P -0.005352 -0.9676 -1.422e-005 1.1300 0.0350 D274Z133P -0.004641 -0.9895 0.0001365 1.1433 0.0362 D275Z134P -0.003927 -1.012 0.0002429 1.1620 0.0364 D276Z135P -0.003212 -1.034 0.0003185 1.1707 0.0365 D277Z136P -0.002497 -1.057 0.0003702 1.1805 0.0366 D278Z138P -0.001781 -1.08 0.0003995 1.1863 0.0366 D279Z139P -0.001065 -1.103 0.0004078 1.1844 0.0369 D280Z140P -0.0003482 -1.126 0.0004083 1.1807 0.0370 D281Z92P 0.01053 -0.3963 0.008184 0.6053 -0.0441 D282Z88P 0.01031 -0.3597 0.009442 0.5641 0.0201 D283Z84P 0.009631 -0.3227 0.01066 0.5164 -0.0485 D284Z79P 0.008881 -0.2792 0.01196 0.4771 0.0134 D285Z72P 0.009019 -0.2266 0.0133 0.4669 -0.0670 D286Z62P 0.004572 -0.1881 0.01281 0.3234 -0.0127 D287Z93P 2.318e-014 -0.4145 -0.006115 0.0000 0.0000 D288Z9P -1000 0.0002091 67.29 0.0000 0.0000 D289Z13P 175.5 -0.003002 -11.8 0.0000 0.0000 D290Z26P -540 -0.02234 36.31 0.0000 0.0000 D291Z31P 208.3 -0.03573 -14.01 0.0000 0.0000 D292Z45P -833.3 -0.07654 56.03 0.0000 0.0000 D293Z50P 140.4 -0.1018 -9.446 0.0000 0.0000 D294Z9P 1000 0.002742 -67.29 0.0000 0.0000 D295Z26P 540 -0.02144 -36.31 0.0000 0.0000 D296Z45P 833.3 -0.07485 -56.04 0.0000 0.0000 D297Z131P 0.001613 -0.9569 -0.01339 1.1119 -0.0446 D298Z133P 0.0007003 -0.9785 -0.01359 1.1337 -0.0408 D299Z134P -8.118e-005 -1.001 -0.01374 1.1574 -0.0419 D300Z135P -0.0008948 -1.023 -0.01385 1.1637 -0.0417 D301Z136P -0.001701 -1.046 -0.01392 1.1764 -0.0418 D302Z137P -0.002509 -1.069 -0.01398 1.1836 -0.0417 D303Z138P -0.003317 -1.092 -0.01401 1.1887 -0.0418 D304Z139P -0.004126 -1.115 -0.01401 1.1796 -0.0418 D305Z140P -0.004934 -1.137 -0.01402 1.1808 -0.0418
17:07:07 03/17/10
0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.0337 0.2571 0.2947 0.3266 0.3754 0.4244 0.5155 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1223 0.1223 0.1223 0.1222 0.1222 0.1222 0.1222 0.1222 0.1222
-0.3536 -0.6732 134.8 -0.3528 -0.6958 135.9 -0.3521 -0.7187 137 -0.3514 -0.7416 138.1 -0.3507 -0.7645 139.2 -0.35 -0.7874 140.3 -0.3554 -0.6176 132 -0.3546 -0.6395 133.1 -0.3539 -0.6619 134.2 -0.3532 -0.6844 135.3 -0.3525 -0.7072 136.4 -0.3518 -0.7301 137.5 -0.3511 -0.7531 138.7 -0.3503 -0.776 139.8 -1.429 1.043 91.64 -1.682 1.333 87.88 -1.958 1.645 83.79 -2.307 2.037 78.61 -2.751 2.534 72 -3.4 3.217 62.41 -1.325 -0.4145 93.33 -1007 3.523 75.88 168.8 -0.003002 1.543 -545.8 2.51 62.59 202.8 -0.03573 17.31 -837.9 2.307 100.6 136.2 -0.1018 40.91 993 -3.52 -58.7 534.2 -2.554 -10.03 828.7 -2.458 -11.46 -0.3484 -1.307 131.4 -0.3493 -1.329 132.5 -0.3501 -1.351 133.6 -0.3509 -1.373 134.8 -0.3517 -1.396 135.9 -0.3525 -1.419 137 -0.3533 -1.442 138.1 -0.3541 -1.465 139.2 -0.3549 -1.487 140.3
Joint Support Reactions for Load Case "VIENTO4": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D2Z0P 81.22 0.0 95.86 0.0 884.70 0.0 0.0 893.58 0.0 0.68 0.0 -1.9 0.0 -2.41 0.0 0.0 D29Z0P -75.78 0.0 85.74 0.0 811.58 0.0 0.0 819.61 0.0 0.90 0.0 1.5 0.0 -0.03 0.0 0.0 D153Z0P 49.43 0.0 60.36 0.0 -544.70 0.0 0.0 550.26 0.0 0.35 0.0 -1.1 0.0 -0.02 0.0 0.0 D228Z0P -52.60 0.0 68.37 0.0 -594.81 0.0 0.0 601.04 0.0 0.11 0.0 1.4 0.0 -2.10 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO4":
Helman O. Mozo
Page
Job
569 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -----------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.3785 -0.7969 -0.0000 -0.0000 0.7969 -0.0128 -378.5285 -0.0208 D1Z93P 0.0000 -0.7989 -1.6272 -0.0000 0.7985 1.6272 -0.0130 -0.3895 -0.0209 D2Z0P 0.0000 -1.1020 -2.4977 -81.2235 -94.7566 -882.2061 0.0000 0.0000 0.0000 D3Z9P 0.0000 -2.0106 -5.1195 0.0000 1.0098 5.1868 0.0061 -1000.0000 67.2803 D4Z13P 0.0000 -0.9086 -2.6218 0.0000 0.1796 2.6708 0.0001 -729.0716 49.0159 D5Z19P -0.3529 -4.0097 -8.1856 0.3529 4.0097 8.1856 -0.0085 -0.0135 -0.0111 D6Z26P 0.0000 -1.0849 -3.1120 0.0000 0.5449 3.1483 0.0023 -540.0285 36.2886 D7Z31P 0.0000 -1.0849 -3.1120 -0.0000 0.2132 3.1706 -0.0013 -871.7543 58.5923 D8Z26P -0.3579 -3.1298 -5.5638 0.3579 3.1298 5.5638 0.0023 -0.0215 -0.0159 D9Z13P -0.0909 -1.4282 -3.8698 0.0909 1.4282 3.8698 -0.0008 -0.0050 -0.0085 D10Z31P -0.5725 -4.3554 -7.1120 0.5725 4.3554 7.1120 -0.0013 -0.0359 -0.0177 D11Z36P 0.0000 -2.7635 -5.6179 -0.0000 2.7634 5.6179 -0.0066 -0.0527 -0.0192 D12Z45P 0.0000 -1.6743 -4.2542 0.0000 1.6742 4.2542 0.0027 -0.0749 -0.0222 D13Z45P 0.0000 -1.6743 -4.2542 0.0000 0.8409 4.3102 0.0027 -833.3995 56.0030 D14Z50P 0.0000 -0.9057 -2.0983 -0.0000 0.1445 2.1495 -0.0038 -761.1948 51.1504 D15Z55P 0.0000 -2.6121 -5.5598 -0.0000 2.6119 5.5597 -0.0088 -0.1279 -0.0229 D16Z68P 0.0000 -6.3815 -5.6802 -0.0000 6.3813 5.6802 -0.0022 -0.1873 -0.0233 D17Z68P 0.0000 -6.3815 -5.6802 -0.0000 6.3813 5.6802 -0.0124 -0.2024 -0.0236 D18Z55P 0.0000 -6.1949 -5.9398 -0.0000 6.1948 5.9397 -0.0006 -0.1180 -0.0221 D19Z75P 0.0000 -1.6452 -3.1649 -0.0000 1.6450 3.1649 -0.0089 -0.2351 -0.0237 D20Z75P 0.0000 -5.4682 -3.5449 -0.0000 5.4679 3.5449 -0.0091 -0.2542 -0.0235 D21Z81P 0.0000 -1.2526 -2.3461 -0.0000 1.2523 2.3461 -0.0079 -0.2805 -0.0230 D22Z81P 0.0000 -1.2526 -2.3461 -0.0000 1.2523 2.3461 -0.0127 -0.3012 -0.0226 D23Z86P 0.0000 -0.9791 -1.8579 -0.0000 0.9787 1.8578 -0.0113 -0.3411 -0.0218 D24Z86P 0.0000 -0.9791 -1.8579 -0.0000 0.9787 1.8578 -0.0113 -0.3181 -0.0226 D25Z90P 0.0000 -0.8577 -1.6682 -0.0000 0.8574 1.6682 -0.0104 -0.3524 -0.0217 D26Z90P 0.0000 -0.8577 -1.6682 -0.0000 0.8573 1.6682 -0.0138 -0.3762 -0.0207 D27Z93P 0.0000 -0.7989 -1.6272 -0.0000 0.7984 1.6272 -0.0126 -0.4143 -0.0197 D28Z50P 0.0000 -0.9057 -2.0983 -0.0000 0.9056 2.0983 -0.0038 -0.1019 -0.0227 D29Z0P 0.0000 -1.1020 -2.4977 75.7757 -84.6368 -809.0827 0.0000 0.0000 0.0000 D30Z9P 0.0000 -2.0106 -5.1195 -0.0000 1.0098 5.1868 -0.0055 -1000.0000 67.2807 D31Z19P 0.0000 -1.9936 -5.7338 0.0000 1.9935 5.7338 0.0078 -0.0119 -0.0102 D32Z26P 0.0000 -1.0849 -3.1120 -0.0000 0.5449 3.1483 -0.0038 -540.0263 36.2890 D33Z26P 0.0000 -1.0849 -3.1120 -0.0000 1.0849 3.1120 -0.0037 -0.0186 -0.0149 D34Z13P 0.0000 -0.9086 -2.6218 0.0000 0.9086 2.6218 0.0010 -0.0039 -0.0078 D35Z31P 0.0000 -1.0849 -3.1120 -0.0000 1.0849 3.1120 -0.0013 -0.0321 -0.0167 D36Z36P 0.0000 -1.8535 -5.2679 0.0000 1.8534 5.2679 0.0027 -0.0478 -0.0182 D37Z45P 0.0000 -1.6743 -4.2542 -0.0000 1.6742 4.2542 -0.0082 -0.0684 -0.0212 D38Z45P 0.0000 -1.6743 -4.2542 -0.0000 0.8409 4.3102 -0.0082 -833.3935 56.0034 D39Z50P 0.0000 -0.9057 -2.0983 -0.0000 0.9056 2.0983 -0.0037 -0.0937 -0.0217 D40Z113P 0.0000 -0.4242 -0.8655 -0.0000 0.4235 0.8654 -0.0030 -0.6673 -0.0248 D41Z113P 0.0000 -0.4242 -0.8655 -0.0000 0.4235 0.8654 -0.0029 -0.6631 -0.0262 D42Z110P 0.0000 -0.4215 -0.8655 -0.0000 0.4209 0.8654 -0.0047 -0.6212 -0.0243 D43Z110P 0.0000 -0.4215 -0.8655 -0.0000 0.4209 0.8654 -0.0045 -0.6133 -0.0256 D44Z107P 0.0000 -0.4352 -0.9179 -0.0000 0.4346 0.9178 -0.0063 -0.5763 -0.0237 D45Z107P 0.0000 -0.4352 -0.9179 -0.0000 0.4346 0.9178 -0.0063 -0.5650 -0.0250 D46Z103P 0.0000 -0.4323 -0.9179 -0.0000 0.4317 0.9178 -0.0080 -0.5329 -0.0229 D47Z103P 0.0000 -0.4323 -0.9179 -0.0000 0.4318 0.9178 -0.0079 -0.5181 -0.0242 D48Z100P 0.0000 -0.4132 -0.8655 -0.0000 0.4127 0.8654 -0.0098 -0.4913 -0.0220 D49Z100P 0.0000 -0.4132 -0.8655 -0.0000 0.4127 0.8654 -0.0095 -0.4730 -0.0233
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
570 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
571 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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Helman O. Mozo
Page
Job
572 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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17:07:07 03/17/10
0.0600 0.1126 0.1128 1.8993 0.1132 0.1133 0.1135 1.9123 0.1174 0.4199 2.9024 2.9821 0.7106 0.9341 5.3807 0.3781 2.0106 0.9086 1.0849 1.0849 1.6742 0.9056 2.0106 1.0849 1.6742 0.0558 0.0559 0.0560 0.0560 0.0561 0.0562 0.0563 0.0563 0.0600
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Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------D127P -16.53 -5053.51 -73.70 1729.04 -985.31 -1937.74 -617.27 D128P -16.52 -1729.04 985.31 -1783.29 -2851.41 -1720.70 -914.21 D129P -16.52 239.66 668.02 2006.91 1241.91 1120.09 952.25 D130P -16.52 -536.80 240.44 -478.98 -2913.44 -412.61 -1085.77 D131P -16.52 366.23 -124.57 988.00 2098.10 415.87 606.05 D132P -16.52 -576.99 1382.60 2043.10 -8221.22 362.10 -1688.98 D133P -16.52 -2043.10 8221.21 -3161.95 10206.00 -932.87 3302.59 D134P -16.52 881.29 872.81 2011.50 7238.93 584.14 1638.00 D135P -16.52 881.29 -872.81 2281.11 345.28 544.67 -90.86 D136P -16.52 -2281.11 -345.28 -1910.43 -1246.73 -505.48 -191.99 D137P -16.52 1910.43 1246.72 364.35 -56.34 452.91 237.01 D138P -16.52 -364.35 56.33 2177.04 813.36 358.40 171.95 D139P -16.52 -2177.04 -813.36 -2050.37 -2098.22 -557.41 -383.91
-1.1374 -0.9676 -0.9895 -1.0119 -1.0344 -1.0572 -1.0801 -1.1031 -1.1260 -0.3963 -0.3597 -0.3227 -0.2792 -0.2266 -0.1881 -0.4145 0.0002 -0.0030 -0.0223 -0.0357 -0.0765 -0.1018 0.0027 -0.0214 -0.0748 -0.9569 -0.9785 -1.0007 -1.0231 -1.0458 -1.0687 -1.0916 -1.1145 -1.1374
0.0004 -0.0000 0.0001 0.0002 0.0003 0.0004 0.0004 0.0004 0.0004 0.0082 0.0094 0.0107 0.0120 0.0133 0.0128 -0.0061 67.2861 -11.7971 36.3086 -14.0058 56.0311 -9.4456 -67.2879 -36.3144 -56.0393 -0.0134 -0.0136 -0.0137 -0.0138 -0.0139 -0.0140 -0.0140 -0.0140 -0.0140
Helman O. Mozo
Page
Job
575 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P
-16.52 -16.52 -16.52 -23.43 -48.59 -23.43 -23.43 -23.43 -23.43 -44.24 -44.24 -19.30 0.00 0.00 -48.59 -16.52 -16.52 -16.52 -16.52 -16.52 -23.43 -23.43 -23.43 -23.43 -23.43 -23.43 -23.43 -23.43 -44.24 -44.24 -44.24 -44.24 -44.24 -19.30 -19.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -31.63 -31.63 -31.63
2050.37 -12.62 -2095.66 -325.56 134.21 3522.61 254.71 419.40 342.58 203.22 -109.70 -30.97 -112.94 27.46 134.22 -2011.51 -987.99 478.99 -2006.90 1783.30 649.26 706.91 449.73 333.44 354.84 311.18 473.90 -65.61 -84.57 -220.74 -476.28 -396.88 86.29 -109.18 -41.56 163.15 72.78 30.66 50.23 26.44 -23.42 14.88 9.64 102.47 36.21 24.91 23.29 11.37 -14.09 -19.89 -9.18 4496.46 1748.85 -1170.24
2098.22 -406.98 -205.35 3044.72 -1949.11 -3624.15 -3801.55 -3372.35 -2143.06 497.90 2354.86 158.07 284.38 -81.23 1949.10 -7238.94 -2098.10 2913.44 -1241.91 2851.40 5151.35 -4138.26 3023.87 3601.93 -3128.91 2418.68 2165.04 -1909.50 -819.17 618.04 -492.62 -456.60 -130.07 -68.12 -314.61 -273.95 -237.07 -165.57 -119.12 -46.22 -17.49 -3.90 391.15 262.28 196.99 138.46 99.60 63.30 29.74 6.23 2.08 -259.54 1123.78 -222.98
12.62 406.98 380.67 2095.66 205.35 436.57 -1720.51 -447.95 -442.26 -254.69 3801.55 -349.55 3887.03 8.39 3800.00 325.57 -3044.72 2311.22 -649.24 -5151.35 -237.67 -333.43 -3601.93 51.79 -473.88 -2165.04 -79.10 476.30 492.62 478.29 2763.97 2733.14 1868.26 109.16 68.11 77.71 -9.62 -391.15 -221.05 -11.36 -63.30 29.04 -1241.78 -81.95 -523.31 -3161.96 -10206.00 -723.81 576.99 -1382.61 -121.44 -366.22 124.57 41.15 536.81 -240.45 -697.16 -239.65 -668.02 891.73 -706.89 4138.26 -34.72 -449.71 -3023.87 154.94 -419.39 3372.34 18.28 -354.83 3128.91 -12.88 -311.16 -2418.68 26.31 -342.57 2143.06 -18.91 65.62 1909.50 325.01 812.79 -943.37 450.11 109.72 -2354.86 17.70 84.58 819.17 -95.83 220.75 -618.04 -179.86 -203.20 -497.90 -422.38 396.90 456.60 340.10 41.55 314.60 -67.22 -280.97 119.67 -320.54 -102.45 -262.28 109.47 -36.19 -196.99 65.99 -24.89 -138.46 10.41 -23.27 -99.59 48.62 14.11 -29.74 73.13 19.91 -6.23 -6.34 9.20 -2.08 43.43 -163.13 273.95 -276.84 -72.76 237.07 53.60 -30.65 165.57 10.03 -50.21 119.13 -45.62 -27.44 81.23 -7.48 -26.42 46.22 -27.14 23.44 17.49 16.87 -14.86 3.90 -62.67 0.02 0.00 -16.53 -1748.85 -1123.79 1601.50 756.32 -3375.75 1227.29 -2679.30 276.27 -1919.30
17:07:07 03/17/10
462.27 -42.26 -75.71 4124.26 -1833.95 -4005.32 -5393.31 -4201.37 -2595.24 697.20 3581.30 224.79 -192.57 -260.68 882.21 -2440.70 -1028.45 1108.54 -702.98 1261.29 5596.15 -4314.53 3853.14 4054.73 -3341.93 2748.04 2454.54 -1718.60 -2234.11 1011.61 -781.77 -671.85 229.84 244.96 -193.75 -967.16 -782.87 -548.35 -394.48 -137.00 -42.78 -10.78 1199.59 900.64 653.92 464.58 326.14 197.54 85.18 18.27 3.75 -806.30 -1103.25 26.57
Helman O. Mozo
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Job
576 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P -31.62 -841.44 -974.30 -542.29 -3401.92 -562.07 -1777.63 D312P -31.62 -293.52 94.83 -751.11 2198.41 -320.79 704.23 D313P -31.62 155.33 1321.77 -2809.76 -8207.61 -655.59 -1700.65 D314P -31.62 2809.76 8207.61 3775.27 10196.48 1180.19 3298.45 D315P -31.62 -727.20 905.81 -2495.99 7286.77 -650.86 1654.32 D316P -31.62 -727.20 -905.82 -1548.65 354.36 -391.98 -94.98 D317P -31.62 1548.65 -354.36 1195.36 -1251.81 330.91 -193.70 D318P -31.62 -1195.36 1251.81 -346.98 -53.26 -307.08 238.63 D319P -31.62 346.97 53.26 -1269.65 826.67 -182.43 173.98 D320P -31.62 1269.65 -826.67 883.22 -2157.46 283.87 -393.48 D321P -31.62 -883.22 2157.46 267.41 484.51 -113.63 487.51 D322P -31.62 -267.41 -484.51 -1371.40 246.61 -343.46 -49.86 D323P -31.62 1371.40 -246.61 1002.31 -512.96 275.09 -88.03 D324P -56.05 -171.40 -2824.50 129.16 -3223.10 -25.44 -3643.13 D325P -291.03 -210.46 -1265.09 -2863.98 1015.01 -2905.29 -236.32 D326P -56.05 2998.91 3360.06 171.41 2824.50 1904.10 3714.45 D327P -56.05 -129.15 3223.10 -1354.08 4138.48 -893.51 4434.69 D328P -56.06 36.21 2752.93 -829.88 2868.52 -478.12 3386.42 D329P -56.06 51.14 1745.40 -810.96 1551.09 -457.72 1985.84 D330P 7.97 -31.76 307.64 298.76 479.93 187.94 554.35 D331P 7.97 -17.18 227.56 2771.78 -1278.52 1938.88 -739.74 D332P -22.73 178.89 -190.88 -6.70 -76.15 171.14 -265.38 D333P 0.02 -180.93 -382.93 -140.42 151.69 -579.58 -417.06 D334P 0.01 10.85 0.29 -29.31 -0.14 -33.30 0.28 D335P -291.03 -210.47 1265.08 968.38 -788.63 358.11 225.12 D336P -31.62 2496.00 -7286.78 3775.27 -10196.48 877.40 -2446.06 D337P -31.62 751.10 -2198.42 -155.33 -1321.77 176.03 -1040.12 D338P -31.62 542.28 3401.92 293.51 -94.84 304.97 1206.72 D339P -31.63 2679.29 -276.28 841.43 974.30 1669.63 331.02 D340P -31.63 -756.33 3375.74 1170.23 222.97 239.10 2078.89 D341P -56.05 1354.10 -4138.48 -200.29 -3376.22 695.06 -4526.93 D342P -56.05 200.30 3376.22 -731.56 2517.24 -320.03 3550.28 D343P -56.06 731.58 -2517.24 -36.19 -2752.93 418.91 -3174.80 D344P -56.06 829.90 -2868.52 44.59 -2497.70 526.80 -3232.66 D345P -56.06 -44.58 2497.70 -588.85 1981.96 -381.59 2698.59 D346P -56.06 588.87 -1981.96 -51.13 -1745.40 323.94 -2245.40 D347P -56.06 810.98 -1551.09 447.24 -1285.63 757.96 -1708.87 D348P -56.06 -447.23 1285.63 91.69 1277.83 -214.18 1544.25 D349P 7.97 15.27 -625.00 17.20 -227.56 22.86 -600.09 D350P 7.97 -381.11 503.51 -15.26 625.00 -278.99 794.32 D351P 7.97 -298.75 -479.93 381.13 -503.51 57.99 -692.22 D352P 7.97 -48.08 46.17 31.78 -307.64 -11.48 -184.04 D353P 7.97 -262.28 -9.31 48.10 -46.17 -150.76 -39.05 D354P -22.73 6.71 76.13 -111.77 310.74 -104.42 384.49 D355P -22.73 111.78 -310.75 398.72 141.00 507.36 -168.70 D356P 0.01 72.02 79.54 -104.30 -30.23 -58.23 88.94 D357P 0.01 50.75 -19.08 -111.72 7.20 -109.97 -21.44 D358P 0.01 -60.47 4.69 -89.75 -1.86 -270.93 5.10 D359P 0.01 17.11 -0.97 -42.57 0.34 -45.93 -1.14 D360P 0.01 -6.15 -0.02 -49.77 -0.07 -100.85 -0.15 D361P 0.00 -104.18 0.14 -40.10 -0.13 -260.22 0.03 D362P 0.00 -14.00 0.11 -3.34 -0.06 -31.29 0.10 D363P 0.02 140.43 -151.69 -72.00 -79.55 123.42 -417.06 D364P 0.01 104.32 30.23 -50.73 19.08 96.66 88.95
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.01 111.74 -7.20 60.49 0.01 89.77 1.86 -17.09 0.01 42.59 -0.34 -10.83 0.01 29.33 0.14 6.17 0.00 49.79 0.06 104.20 0.00 40.12 0.13 14.02 0.00 3.36 0.06 0.02 -407.59 1641.01 594.83 -440.97 -407.60 440.96 -858.00 223.02 -407.61 -876.54 155.61 -2695.34 -407.62 -930.98 974.57 -329.41 -407.64 -312.16 -25.47 -963.18 -407.65 105.07 -1307.57 -2445.58 -407.66 2445.58 -7763.78 3284.40 -407.68 -654.74 -810.73 -2229.63 -407.69 -654.74 810.73 -1665.03 -407.70 1665.03 426.03 1272.92 -407.72 -1272.93 -1319.28 -377.78 375.58 377.78 6.47 -1306.17 808.15 1306.17 964.12 864.98 1234.63 -864.98 -2309.96 293.86 1331.94 -293.86 584.49 -1485.19 2177.69 1485.19 379.92 1076.80 -349.45 223.62 2628.91 6.25 -191.57 -193.08 1861.00 -4886.12 -349.46 714.38 -1606.36 -223.61 -349.45 -6.24 -3267.58 -1158.23 -349.44 15.87 -2729.81 -777.27 -349.43 -28.22 -1694.65 -582.55 -24.63 246.71 355.09 579.93 -24.63 -55.97 2025.71 3035.20 -40.97 -628.71 -99.33 -342.27 -0.01 620.73 -984.30 -286.92 -0.00 26.72 -60.02 -11.07 -191.58 -193.08 -1860.99 523.25 -407.67 2229.63 7039.21 3284.40 -407.64 963.17 1853.50 -105.07 -407.63 329.41 -2983.90 312.15 -407.62 2695.33 -81.29 930.98 -407.60 -223.03 -3192.64 876.53 -349.45 1158.25 4245.14 -159.61 -349.44 159.63 -3315.58 -784.53 -349.44 784.54 2531.89 -15.85 -349.43 777.29 2900.14 25.43 -349.43 -25.42 -2494.58 -648.11 -349.43 648.12 1956.59 28.23 -349.42 582.57 1677.97 -14.18 -349.42 14.19 -1496.66 11.12 -24.63 -194.03 -767.97 55.99 -24.63 -172.80 463.69 194.05 -24.63 -579.92 -466.18 172.82 -24.63 -487.74 -381.18 -246.69 -24.63 518.54 370.61 487.76 -40.97 342.28 62.45 317.36
-4.69 310.64 -21.44 0.97 131.09 5.10 -0.29 57.29 -1.14 0.02 64.02 0.28 -0.15 277.73 -0.15 -0.11 97.64 0.03 -0.00 6.10 0.10 858.00 699.47 846.81 3192.65 325.29 1143.75 81.29 -1780.86 118.12 2983.90 -511.97 1607.93 -1853.50 -391.64 -577.01 7763.79 -578.05 1594.54 -9738.47 1026.95 -3136.82 -7039.21 -582.44 -1585.13 -426.03 -399.54 66.26 1319.29 354.30 210.48 68.01 -328.66 -249.13 -922.99 -183.56 -181.21 2350.51 286.28 437.05 -575.24 -105.39 -532.39 -299.51 -372.86 59.73 718.43 296.91 127.29 3267.58 138.48 3552.10 562.50 -4799.75 2290.17 -2628.91 294.76 -2543.71 -4245.14 -701.49 -4525.73 -2900.14 -458.68 -3391.53 -1677.97 -367.93 -2031.70 466.18 581.85 578.07 3874.83 2096.99 4153.22 -62.44 -965.02 -160.78 -476.40 602.08 -2634.54 -43.26 28.23 -186.28 585.66 156.00 -602.58 9738.47 771.46 2347.34 1307.58 253.54 934.01 25.48 234.10 -1079.50 -974.56 1719.70 -500.71 -155.61 377.51 -1934.20 3315.58 601.59 4554.65 -2531.88 -376.45 -3522.57 2729.81 463.07 3169.70 2494.58 483.56 3249.83 -1956.59 -405.74 -2681.42 1694.65 407.44 2199.54 1496.66 342.40 1912.43 -728.88 15.25 -1340.69 -2025.71 -97.16 -1966.39 767.97 14.95 866.93 -463.69 -286.54 -654.51 -355.09 -516.95 -518.24 381.18 708.31 529.17 -366.60 655.59 -302.28
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-40.96 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00 -663.69 -663.69 -663.71 -663.73 -663.75 -663.77 -663.79 -663.82 -663.84 -663.85 -663.87 867.63 1633.69 2388.97 2486.27 2486.27 -534.07 -48.09 -534.08 -534.06 -534.04 -534.03 -57.39 -57.40 2.40 -0.04 -0.02 -48.10 -663.80 -663.76 -663.74 -663.72 -663.70 -534.06 -534.05 -534.05 -534.04
-317.35 -15.93 118.31 19.13 53.17 26.60 -23.47 14.91 286.94 35.70 53.21 20.62 24.39 11.09 -14.03 -19.90 -9.17 -2033.34 -606.42 811.67 873.03 -385.49 2753.79 -3523.28 860.70 860.70 -2399.27 1980.87 -394.34 -2221.48 2042.26 30.95 -2266.43 57.40 598.69 451.68 390.39 423.33 267.56 3.84 211.83 538.01 818.63 24.96 598.70 -1931.85 -2534.65 396.37 -2865.73 648.35 584.24 631.48 425.35 324.59
366.61 -283.60 -189.07 -136.80 -94.69 -27.42 -5.88 0.52 476.40 219.77 159.89 113.39 76.96 43.26 12.19 0.54 -0.93 1337.77 -683.71 132.56 1169.29 -675.92 2079.57 -9745.46 -828.75 828.75 413.66 -1309.38 21.01 981.85 -2205.08 491.45 311.88 -2914.01 1087.21 2423.91 3822.30 3354.20 2201.74 406.11 374.64 375.06 796.92 -0.53 -1087.20 7143.78 667.00 -3183.20 450.93 -3694.94 -5240.58 4082.04 -3047.11 -3615.00
-1134.92 253.81 -1443.35 616.61 -35.68 -219.77 -93.08 -907.88 -53.19 -159.89 117.46 -629.39 -20.60 -113.39 -2.65 -451.24 -24.37 -76.96 51.95 -309.59 14.05 -12.19 73.32 -71.44 19.92 -0.55 -6.40 -11.59 9.19 0.93 43.46 2.61 15.95 283.60 546.28 1370.75 -118.29 189.07 -148.96 737.38 -19.11 136.80 61.50 535.11 -53.15 94.69 -58.68 375.29 -26.70 60.02 -4.16 247.07 -26.58 27.42 -27.95 127.47 23.49 5.88 17.07 32.59 -14.89 -0.52 -62.73 0.04 0.02 -0.00 -16.50 -1.67 606.42 683.72 -831.71 1178.27 -648.34 3694.95 -614.71 1475.21 2865.74 -450.93 1833.47 -158.73 -396.36 3183.21 193.63 1767.99 2534.66 -666.99 659.99 -412.39 3523.29 9745.47 1550.30 2920.52 -3177.68 -10207.49 -1200.97 -3576.04 1931.85 -7143.78 563.90 -1609.89 2399.27 -413.66 561.48 71.49 -1980.86 1309.38 -528.22 207.79 394.35 124.61 472.91 -235.89 2221.48 -909.01 361.26 -175.57 -2042.26 2276.89 -562.20 429.68 -30.94 -482.20 371.14 -495.87 2266.43 -311.88 481.49 37.64 -1838.21 640.72 -475.69 110.40 -390.37 -3822.30 -200.59 -4058.02 4743.82 -39.83 5048.57 989.75 -57.39 2914.01 236.81 3205.96 -584.23 5240.58 -116.77 5459.57 -324.58 3615.00 59.49 4198.32 -292.19 2001.79 -14.84 2532.25 401.41 502.84 285.24 639.78 3371.80 -3336.99 2522.41 -2085.11 292.51 148.50 825.42 520.34 74.72 -309.90 1611.26 878.39 -16.10 0.14 15.98 -0.71 -590.57 1724.73 3.84 301.23 -3177.68 10207.49 -714.87 2427.59 -2753.79 -2079.56 -1562.58 -417.37 385.49 675.92 285.29 -914.88 -873.03 -1169.28 -1773.03 -340.66 -811.66 -132.55 -94.34 -2211.05 -631.46 -4082.04 -28.45 -5616.04 -425.34 3047.11 124.18 4294.67 -423.32 -3354.20 1.23 -3856.21 -355.60 -3099.44 -18.68 -4044.85
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-534.03 -534.03 -534.02 -534.02 -57.39 -57.39 -57.39 -57.38 -57.38 2.40 2.40 -0.03 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00
355.62 3099.44 353.23 -2464.58 292.21 -2001.79 85.87 1673.95 -130.53 -742.71 -329.85 672.12 -401.39 -502.84 -136.27 125.09 118.36 -642.52 -292.53 -148.49 329.32 380.27 141.55 -177.12 72.59 42.14 -39.15 -9.85 32.68 2.41 6.14 0.25 -96.53 0.09 -11.06 0.07 -74.70 309.90 76.12 -67.49 88.09 16.14 72.73 -3.72 27.71 0.94 16.12 -0.14 38.64 0.17 35.97 0.08 1.50 0.04
-353.22 -267.54 -85.86 -742.53 -211.82 130.54 329.87 -3.82 136.29 -329.34 1142.35 -76.10 -88.07 -72.71 -27.69 -38.62 -35.95 -1.48 -141.53 -72.57 39.17 -32.66 -24.93 -6.12 96.55 11.08 0.02
2464.58 -2201.74 -1673.95 1577.74 -374.64 742.71 -672.12 -406.11 -125.09 -380.26 -15.15 67.49 -16.14 3.72 -0.94 -0.17 -0.08 -0.04 177.12 -42.14 9.85 -2.41 0.53 -0.25 -0.09 -0.07 0.00
17:07:07 03/17/10
1.45 3351.82 51.62 -2811.04 124.31 -2214.30 -395.58 1958.85 -240.97 -786.47 -140.29 995.86 -50.35 -827.02 -98.61 -197.80 179.23 -540.30 -618.04 -525.50 1462.64 362.88 118.05 -197.73 -27.91 46.89 -201.75 -11.06 9.00 2.66 -58.57 0.14 -238.93 0.02 -22.61 0.06 -390.00 878.39 6.39 -197.73 229.52 46.89 72.27 -11.06 5.01 2.66 18.03 -0.70 243.82 0.15 84.85 0.02 2.74 0.07
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 25 "VIENTO5"
Equilibrium Joint Positions and Rotations for Load Case "VIENTO5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P -0.4066 4.636e-014 -0.006088 0.0000 0.0000 0.0000 -0.4066 -1.325 93.33 D1Z93P -0.4064 0.002277 0.008078 0.0026 -0.6482 -0.1054 0.9186 -1.323 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.002728 1000 -67.29 0.0000 0.0000 0.0000 -3.52 993 -58.7 D4Z13P -0.002901 175.5 -11.8 0.0000 0.0000 0.0000 -0.002901 168.8 1.543 D5Z19P -0.01334 -0.008282 -0.0109 -0.0131 -0.0615 -0.0175 -6.354 -6.349 18.72 D6Z26P -0.02148 540 -36.31 0.0000 0.0000 0.0000 -2.554 534.2 -10.03 D7Z31P -0.0354 208.3 -14.01 0.0000 0.0000 0.0000 -0.0354 202.8 17.31 D8Z26P -0.02163 0.002763 -0.01561 -0.0437 -0.1106 -0.0212 -5.854 -5.83 26.27 D9Z13P -0.004866 -0.0008423 -0.008352 0.1146 -0.1085 -0.0164 -6.708 -6.704 13.33 D10Z31P -0.0357 -0.0004489 -0.01744 0.0774 -0.1925 -0.0299 -5.53 -5.495 31.3 D11Z36P -0.05211 -0.005364 -0.01896 -0.0126 -0.1618 -0.0320 -5.21 -5.164 36.3 D12Z45P -0.07436 0.004344 -0.02187 -0.0179 -0.2195 -0.0377 -4.678 -4.599 44.55 D13Z45P -0.07433 833.3 -56.04 0.0000 0.0000 0.0000 -2.458 828.7 -11.46 D14Z50P -0.1007 140.4 -9.446 0.0000 0.0000 0.0000 -0.1007 136.2 40.91 D15Z55P -0.1262 -0.00567 -0.02262 -0.0069 -0.4255 -0.0374 -4.009 -3.889 55.26 D16Z68P -0.1981 0.005939 0.0135 -0.0143 -0.2021 -0.0959 2.833 -3.025 67.97 D17Z68P -0.1989 -0.007252 -0.02337 0.0338 -0.2689 -0.0659 -3.23 -3.039 67.93 D18Z55P -0.1253 0.004599 0.01402 0.0079 -0.4249 -0.0592 3.758 -3.879 55.3 D19Z75P -0.2484 0.002356 0.01282 0.0160 -0.4595 -0.0884 2.285 -2.531 75.37 D20Z75P -0.2492 -0.002513 -0.02349 -0.0366 -0.3747 -0.0630 -2.783 -2.536 75.33 D21Z81P -0.295 0.00427 0.01148 0.0173 -0.4615 -0.0977 1.837 -2.128 81.34 D22Z81P -0.295 -0.004998 -0.02267 -0.0063 -0.4936 -0.0642 -2.427 -2.137 81.3 D23Z86P -0.3341 -0.002629 -0.02202 -0.0027 -0.5124 -0.0687 -2.161 -1.829 85.85 D24Z86P -0.3337 0.002378 0.01049 0.0027 -0.5215 -0.1019 1.493 -1.824 85.89 D25Z90P -0.3685 0.003865 0.009272 0.0123 -0.5536 -0.1051 1.208 -1.573 89.6 D26Z90P -0.3686 -0.004472 -0.02108 -0.0114 -0.5363 -0.0709 -1.945 -1.581 89.57 D27Z93P -0.4064 -0.002576 -0.02015 -0.0025 -0.6510 -0.0683 -1.731 -1.328 93.31 D28Z50P -0.1008 -0.001444 -0.02231 0.0781 -0.2562 -0.0486 -4.315 -4.216 50.33 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.000498 -1000 67.29 0.0000 0.0000 0.0000 3.523 -1007 75.88 D31Z19P -0.01066 0.005755 0.00751 0.0130 -0.0597 -0.0250 6.33 -6.335 18.74 D32Z26P -0.02207 -540 36.31 0.0000 0.0000 0.0000 2.511 -545.8 62.59 D33Z26P -0.02211 -0.001698 0.01045 0.0304 -0.1261 -0.0315 5.811 -5.835 26.3 D34Z13P -0.005046 0.001087 0.005597 -0.0760 -0.0701 -0.0217 6.698 -6.702 13.35 D35Z31P -0.03555 0.0005211 0.01156 -0.0534 -0.1753 -0.0418 5.459 -5.494 31.33 D36Z36P -0.05099 0.004153 0.01247 0.0091 -0.1691 -0.0460 5.107 -5.154 36.33 D37Z45P -0.07597 -0.002795 0.01405 0.0156 -0.2235 -0.0551 4.527 -4.606 44.59 D38Z45P -0.07595 -833.3 56.03 0.0000 0.0000 0.0000 2.307 -837.9 100.6 D39Z50P -0.1009 0.001365 0.01407 -0.0560 -0.2390 -0.0681 4.114 -4.213 50.37 D40Z113P -0.6676 -0.0004586 -0.02538 -0.0100 -0.8311 -0.0803 -1.993 -1.325 113.2 D41Z113P -0.6676 1.591e-005 0.01237 0.0082 -0.8308 -0.1201 0.6574 -1.325 113.3 D42Z110P -0.62 -0.0008976 -0.02484 -0.0058 -0.8108 -0.0783 -1.945 -1.326 109.9 D43Z110P -0.62 0.0003969 0.01195 0.0072 -0.8107 -0.1176 0.705 -1.325 110 D44Z107P -0.5737 -0.001253 -0.02419 -0.0136 -0.7863 -0.0763 -1.899 -1.326 106.6
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
581 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P
-0.5737 0.0008037 0.01142 0.0123 -0.7871 -0.1152 -0.5289 -0.001651 -0.02341 -0.0020 -0.7588 -0.0743 -0.5289 0.001223 0.01079 0.0042 -0.7582 -0.1127 -0.4859 -0.00211 -0.02248 -0.0205 -0.7229 -0.0723 -0.4859 0.001697 0.01003 0.0175 -0.7247 -0.1103 -0.4453 -0.002501 -0.0214 0.0074 -0.6811 -0.0703 -0.4453 0.00212 0.009128 -0.0022 -0.6783 -0.1078 -0.4258 -0.00287 -0.02082 -0.0032 -0.6740 -0.0693 -0.4652 0.002506 0.009612 0.0071 -0.6997 -0.1090 -0.5072 -0.002143 -0.02298 -0.0063 -0.7427 -0.0733 -0.5511 0.001398 0.01114 0.0067 -0.7732 -0.1139 -0.5967 -0.001311 -0.02455 -0.0044 -0.7992 -0.0773 -0.6436 0.0004107 0.01219 0.0060 -0.8223 -0.1188 -0.6918 -0.0004696 -0.02562 -0.0044 -0.8319 -0.0813 -0.4257 0.002527 0.008645 0.0040 -0.6741 -0.1066 -0.4653 -0.003064 -0.02197 -0.0069 -0.6995 -0.0713 -0.5071 0.001691 0.01044 0.0069 -0.7429 -0.1115 -0.5511 -0.001943 -0.02383 -0.0064 -0.7732 -0.0753 -0.5966 0.0008012 0.01171 0.0057 -0.7988 -0.1164 -0.6437 -0.0009723 -0.02514 -0.0074 -0.8224 -0.0793 -0.6917 -9.607e-005 0.01256 0.0137 -0.8351 -0.1213 -0.7206 -0.0003075 0.006853 0.0530 -0.8430 -0.1292 -0.7354 0.0001566 -0.01717 -0.0177 -0.8827 -0.0799 -0.7353 -0.0006874 0.004014 0.0346 -0.8871 -0.1327 -0.7206 -0.0002402 -0.01999 -0.0465 -0.8320 -0.0805 -0.758 -0.0002391 -0.01738 0.0140 -0.9322 -0.0800 -0.7581 -0.0008591 0.004214 -0.0071 -0.9343 -0.1316 -0.7813 -0.0001114 -0.01759 -0.0066 -0.9423 -0.0800 -0.7813 -0.0007361 0.004365 0.0004 -0.9406 -0.1304 -0.8047 -0.0001228 -0.01775 -0.0013 -0.9495 -0.0801 -0.8047 -0.0008196 0.004519 0.0007 -0.9494 -0.1292 -0.8284 8.499e-006 -0.0179 -0.0029 -0.9640 -0.0801 -0.8284 -0.0007564 0.004629 -0.0007 -0.9636 -0.1281 -0.8525 -3.412e-006 -0.01801 -0.0016 -0.9713 -0.0801 -0.8525 -0.0008131 0.004741 0.0013 -0.9717 -0.1269 -0.8766 0.000101 -0.01813 -0.0019 -0.9766 -0.0802 -0.8766 -0.000755 0.00482 -0.0048 -0.9747 -0.1258 -0.9008 -0.0006878 0.0049 0.0028 -0.9770 -0.1246 -0.9009 7.983e-005 -0.01821 -0.0007 -0.9810 -0.0802 -0.9519 0.000463 -0.01305 0.0032 -1.0484 -0.0726 -0.9518 -0.0009884 -0.0003626 0.0122 -1.0538 -0.1331 -0.9175 -0.0007764 0.003165 0.0188 -0.9835 -0.1281 -0.9345 0.0001766 -0.01479 -0.0235 -0.9933 -0.0759 -0.9345 -0.0007415 0.00141 0.0257 -0.9957 -0.1321 -0.9175 0.0002036 -0.01652 -0.0137 -0.9707 -0.0798 -1.149 -0.000736 -0.0138 0.0065 -1.1502 -0.0725 -1.149 0.0005337 0.0002554 -0.0089 -1.1504 -0.1330 -0.9621 -0.0009714 -0.0002543 -0.0118 -1.0757 -0.1331 -0.9726 0.0002752 -0.01327 0.0044 -1.0900 -0.0726 -0.9832 -0.0007267 -8.217e-005 -0.0079 -1.1027 -0.1331 -0.994 0.0001519 -0.01345 0.0054 -1.1150 -0.0725 -1.005 -0.0005776 4.56e-005 -0.0089 -1.1263 -0.1331 -1.016 2.49e-005 -0.01358 0.0056 -1.1307 -0.0725 -1.027 -0.0004038 0.0001329 -0.0087 -1.1337 -0.1331
17:07:07 03/17/10
0.7513 -1.854 0.7961 -1.811 0.8391 -1.77 0.8797 -1.751 0.8598 -1.832 0.7739 -1.922 0.6814 -2.017 0.8993 -1.79 0.8179 -1.876 0.7284 -1.969 0.6333 0.1811 -1.425 -0.04532 -1.622 -1.448 -0.06806 -1.471 -0.09132 -1.495 -0.1147 -1.518 -0.1384 -1.542 -0.1625 -1.567 -0.1866 -0.2108 -1.591 -1.302 -0.6018 -0.3409 -1.398 -0.4711 -1.494 -1.499 -0.7991 -0.6121 -1.323 -0.6332 -1.344 -0.6548 -1.366 -0.6767
-1.324 -1.327 -1.324 -1.327 -1.323 -1.328 -1.323 -1.328 -1.322 -1.327 -1.324 -1.326 -1.325 -1.325 -1.322 -1.328 -1.323 -1.327 -1.324 -1.326 -1.325 -0.902 -0.6898 -0.6907 -0.9019 -0.6902 -0.6909 -0.6901 -0.6907 -0.6901 -0.6908 -0.69 -0.6908 -0.69 -0.6908 -0.6899 -0.6908 -0.6907 -0.6899 -0.3495 -0.351 -0.5774 -0.4632 -0.4641 -0.5765 -0.3507 -0.3495 -0.351 -0.3497 -0.3507 -0.3498 -0.3506 -0.35 -0.3504
106.6 103.3 103.3 99.96 99.99 96.64 96.67 94.98 98.33 101.6 105 108.3 111.6 114.9 95.01 98.3 101.7 104.9 108.3 111.6 114.9 117 117.9 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.7 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6 133.1 133.7 134.2 134.8
Helman O. Mozo
Page
Job
582 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D99Z135P -1.038 -0.0001018 -0.01367 0.0059 -1.1403 -0.0725 D100Z136P -1.049 -0.0002353 0.0001961 -0.0088 -1.1458 -0.1331 D101Z136P -1.06 -0.0002288 -0.01373 0.0059 -1.1498 -0.0725 D102Z137P -1.071 -6.498e-005 0.0002362 -0.0088 -1.1529 -0.1330 D103Z138P -1.082 -0.0003557 -0.01377 0.0060 -1.1555 -0.0725 D104Z138P -1.093 0.0001052 0.0002546 -0.0088 -1.1575 -0.1330 D105Z139P -1.105 -0.0004825 -0.01379 0.0061 -1.1538 -0.0725 D106Z139P -1.116 0.0002761 0.0002556 -0.0089 -1.1496 -0.1330 D107Z140P -1.127 -0.0006092 -0.01379 0.0065 -1.1502 -0.0725 D108Z140P -1.138 0.0004477 0.0002556 -0.0089 -1.1503 -0.1330 D109Z92P -0.3882 -0.003336 -0.02064 -0.0483 -0.5804 -0.0679 D111Z88P -0.3527 -0.003785 -0.0215 0.0354 -0.5388 -0.0718 D113Z84P -0.3163 -0.003754 -0.0223 -0.0514 -0.4908 -0.0643 D115Z79P -0.2727 -0.003591 -0.02315 0.0381 -0.4500 -0.0668 D117Z72P -0.2276 -0.006478 -0.02323 -0.0684 -0.4187 -0.0538 D119Z62P -0.1854 -0.001952 -0.02212 0.0100 -0.2656 -0.0579 D121Z9P 0.0004724 -0.00379 0.004142 -0.0150 -0.0387 -0.0121 D122Z9P 0.002703 0.006007 -0.006225 0.0168 -0.0408 -0.0087 D123Z132P -0.9726 -0.0008278 -0.0001686 -0.0140 -1.0883 -0.1331 D124Z133P -0.994 -0.0006575 -1.845e-005 -0.0074 -1.1147 -0.1331 D125Z134P -1.016 -0.0004894 8.83e-005 -0.0091 -1.1308 -0.1331 D126Z135P -1.038 -0.0003199 0.0001643 -0.0087 -1.1411 -0.1331 D127Z136P -1.06 -0.0001501 0.000216 -0.0088 -1.1499 -0.1330 D128Z138P -1.082 2.002e-005 0.0002452 -0.0088 -1.1549 -0.1330 D129Z139P -1.105 0.0001905 0.0002542 -0.0088 -1.1539 -0.1330 D130Z140P -1.127 0.0003619 0.0002555 -0.0089 -1.1509 -0.1330 D131Z92P -0.3883 0.002904 0.008679 0.0444 -0.5837 -0.1041 D132Z88P -0.3522 0.003294 0.00984 -0.0248 -0.5446 -0.1054 D133Z84P -0.3154 0.003109 0.01099 0.0418 -0.4941 -0.0978 D134Z79P -0.274 0.003575 0.01206 -0.0234 -0.4477 -0.0970 D135Z72P -0.2222 0.004665 0.0133 0.0537 -0.4338 -0.0822 D136Z62P -0.1855 0.001697 0.01267 -0.0090 -0.2842 -0.0812 D137Z93P -378.5 0.002471 0.008594 0.0000 0.0000 0.0000 D138Z93P -0.4008 0.002663 0.00842 0.0082 -0.6608 0.0678 D139Z9P -1000 -0.003796 -67.28 0.0000 0.0000 0.0000 D140Z13P -1000 -5.93e-005 -72.61 0.0000 0.0000 0.0000 D141Z26P -540 -0.001732 -36.29 0.0000 0.0000 0.0000 D142Z31P -1000 0.0004416 -86.6 0.0000 0.0000 0.0000 D143Z45P -833.4 -0.002805 -56.01 0.0000 0.0000 0.0000 D144Z50P -1000 0.001246 -70.04 0.0000 0.0000 0.0000 D145Z68P -0.1923 -0.001946 0.01366 0.0073 -0.1868 0.0692 D146Z55P -0.1208 -0.001666 0.01397 -0.0081 -0.4262 0.0369 D147Z75P -0.2428 0.002102 0.01307 -0.0173 -0.4523 0.0586 D148Z81P -0.289 0.000415 0.01182 -0.0116 -0.4801 0.0642 D149Z86P -0.3284 0.002411 0.0108 -0.0027 -0.5169 0.0678 D150Z90P -0.3628 0.001011 0.009619 -0.0163 -0.5348 0.0701 D151Z9P -1000 0.003479 -67.28 0.0000 0.0000 0.0000 D152Z9P -8.715e-005 0.003472 0.003907 0.0153 -0.0402 0.0086 D153Z0P 0 0 0 0.0000 0.0000 0.0000 D154Z19P -0.01041 -0.005572 0.007171 -0.0151 -0.0523 0.0179 D155Z26P -540 0.00223 -36.29 0.0000 0.0000 0.0000 D156Z26P -0.02107 0.002197 0.01012 -0.0330 -0.1199 0.0212 D157Z13P -0.00543 -0.00121 0.005292 0.0729 -0.0646 0.0165 D158Z31P -0.03405 0.0003621 0.01124 0.0494 -0.1696 0.0294
17:07:07 03/17/10
-1.388 -0.3501 135.3 -0.6987 -0.3502 135.9 -1.41 -0.3502 136.4 -0.721 -0.3501 137 -1.432 -0.3504 137.5 -0.7433 -0.3499 138.1 -1.455 -0.3505 138.6 -0.7657 -0.3497 139.2 -1.477 -0.3506 139.7 -0.7879 -0.3496 140.3 -1.828 -1.443 91.61 -2.045 -1.696 87.85 -2.284 -1.971 83.75 -2.589 -2.319 78.57 -2.988 -2.767 71.96 -3.59 -3.407 62.38 7.023 -7.026 8.594 -7.02 -7.016 8.584 -0.6226 -0.3508 132 -0.644 -0.3507 133.1 -0.6657 -0.3505 134.2 -0.6877 -0.3503 135.3 -0.7099 -0.3502 136.4 -0.7322 -0.35 137.5 -0.7545 -0.3498 138.7 -0.7768 -0.3496 139.8 1.051 -1.437 91.64 1.34 -1.689 87.88 1.652 -1.965 83.79 2.042 -2.312 78.61 2.538 -2.756 72 3.219 -3.403 62.41 -377.2 0.002471 93.34 0.9242 1.328 93.34 -993 -3.526 -58.69 -993.3 -5.93e-005 -59.27 -534.2 -2.535 -10.01 -994.5 0.0004416 -55.28 -828.8 -2.386 -11.44 -995.8 0.001246 -19.69 2.839 3.029 67.97 3.762 3.881 55.3 2.291 2.536 75.37 1.843 2.133 81.34 1.498 1.829 85.89 1.214 1.577 89.6 -993 3.526 -58.69 7.022 7.026 8.594 7.6 7.6 0 6.33 6.335 18.74 -534.2 2.535 -10.01 5.812 5.835 26.3 6.698 6.702 13.35 5.46 5.495 31.33
Helman O. Mozo
Page
Job
583 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P
-0.04899 -0.002845 0.01216 -0.0129 -0.1602 -0.07261 0.004778 0.01387 -0.0190 -0.2158 -833.4 0.004787 -56.01 0.0000 0.0000 -0.09696 0.001125 0.01396 0.0512 -0.2291 -0.6669 -5.755e-005 0.0127 0.0050 -0.8456 -0.6185 0.0003179 0.01228 0.0073 -0.8245 -0.5714 0.0007591 0.01176 0.0020 -0.8011 -0.5258 0.001173 0.01112 0.0103 -0.7722 -0.4819 0.001547 0.01037 -0.0028 -0.7391 -0.4405 0.001963 0.009468 0.0167 -0.6921 -0.4608 0.001161 0.009952 0.0073 -0.7138 -0.5483 0.0005794 0.01147 0.0076 -0.7872 -0.6425 -9.363e-005 0.01251 0.0066 -0.8361 -0.4205 0.001993 0.008986 0.0118 -0.6886 -0.5036 0.001128 0.01078 0.0078 -0.7570 -0.5947 0.0003413 0.01205 0.0090 -0.8127 -0.6914 -0.000411 0.01288 0.0063 -0.8435 -0.7207 -0.0005899 0.006993 -0.0308 -0.8489 -0.7358 -0.0004223 0.004038 -0.0086 -0.8929 -0.7586 -0.0008364 0.004212 0.0138 -0.9341 -0.7819 -0.0007822 0.004387 -0.0034 -0.9445 -0.8054 -0.0008417 0.004515 0.0009 -0.9518 -0.8291 -0.0007765 0.004644 -0.0008 -0.9660 -0.8532 -0.0008233 0.004735 0.0001 -0.9733 -0.8774 -0.0007694 0.004829 -0.0004 -0.9776 -0.9017 -0.0008271 0.004895 0.0019 -0.9830 -0.9532 -0.0009493 -0.0004697 -0.0028 -1.0428 -0.9185 -0.0008734 0.00314 -0.0028 -0.9814 -0.9356 -0.001054 0.00134 -0.0092 -1.0074 -1.148 0.0005341 0.000147 -0.0088 -1.1348 -0.9634 -0.0009718 -0.0003714 -0.0050 -1.0572 -0.9842 -0.000793 -0.0001989 -0.0085 -1.0873 -1.005 -0.000609 -7.082e-005 -0.0084 -1.1097 -1.027 -0.0004299 1.989e-005 -0.0085 -1.1193 -1.049 -0.0002519 8.33e-005 -0.0086 -1.1305 -1.071 -7.439e-005 0.0001236 -0.0086 -1.1374 -1.093 0.0001029 0.0001423 -0.0087 -1.1409 -1.115 0.0002764 0.0001468 -0.0088 -1.1353 -1.137 0.0004484 0.000147 -0.0089 -1.1350 -0.9737 -0.0008425 -0.0002736 -0.0104 -1.0726 -0.9947 -0.0006676 -0.0001238 -0.0100 -1.1001 -1.016 -0.0004964 -1.767e-005 -0.0096 -1.1152 -1.038 -0.0003247 5.765e-005 -0.0095 -1.1249 -1.06 -0.0001529 0.0001091 -0.0094 -1.1344 -1.082 1.888e-005 0.0001383 -0.0094 -1.1401 -1.104 0.0001905 0.0001466 -0.0091 -1.1384 -1.126 0.0003622 0.0001471 -0.0089 -1.1347 -0.3825 0.002127 0.009049 -0.0432 -0.5841 -0.347 0.00144 0.01014 0.0266 -0.5371 -0.3103 0.001464 0.01126 -0.0427 -0.4976 -0.2678 0.001097 0.01239 0.0224 -0.4366 -0.2164 -0.0003357 0.01352 -0.0540 -0.4391 -0.1818 0.001281 0.01259 0.0044 -0.2718 -0.401 4.636e-014 -0.006085 0.0000 0.0000
17:07:07 03/17/10
0.0318 0.0375 0.0000 0.0483 0.0763 0.0749 0.0735 0.0720 0.0706 0.0692 0.0699 0.0728 0.0756 0.0685 0.0713 0.0742 0.0770 0.0761 0.0754 0.0754 0.0754 0.0754 0.0754 0.0754 0.0753 0.0753 0.0676 0.0748 0.0710 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0676 0.0675 0.0708 0.0639 0.0662 0.0530 0.0567 0.0000
5.109 4.531 -828.8 4.118 0.6581 0.7065 0.7536 0.7992 0.8431 0.8845 0.8642 0.7767 0.6825 0.9045 0.8214 0.7303 0.6336 0.181 -0.04579 -0.06856 -0.09187 -0.1154 -0.1391 -0.1632 -0.1874 -0.2117 -0.6032 -0.3418 -0.4723 -0.7978 -0.6134 -0.6342 -0.6554 -0.677 -0.6988 -0.7207 -0.7428 -0.7648 -0.7868 -0.6237 -0.6447 -0.6662 -0.6879 -0.7097 -0.7318 -0.7538 -0.7758 1.057 1.345 1.657 2.048 2.544 3.223 -0.401
5.155 36.33 4.608 44.59 2.388 -11.44 4.216 50.37 1.325 113.3 1.325 110 1.326 106.6 1.326 103.3 1.327 99.99 1.327 96.67 1.326 98.33 1.326 105 1.325 111.6 1.327 95.01 1.326 101.7 1.325 108.3 1.325 114.9 0.9011 117 0.6896 118 0.6892 119.4 0.6892 120.8 0.6892 122.2 0.6892 123.7 0.6892 125.1 0.6892 126.5 0.6892 127.9 0.3491 130.9 0.5758 128.9 0.4623 129.9 0.3505 140.9 0.349 131.4 0.3492 132.6 0.3494 133.7 0.3496 134.8 0.3497 135.9 0.3499 137 0.3501 138.1 0.3503 139.2 0.3504 140.3 0.3492 132 0.3493 133.1 0.3495 134.2 0.3497 135.3 0.3498 136.4 0.35 137.5 0.3502 138.7 0.3504 139.8 1.442 91.64 1.694 87.88 1.969 83.79 2.317 78.61 2.76 72 3.406 62.41 1.325 93.33
Helman O. Mozo
Page
Job
584 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D213Z93P -0.4008 -0.003043 D214Z9P -2.732e-005 1000 D215Z13P -0.003033 -175.5 D216Z26P -0.02103 540 D217Z31P -0.03388 -208.3 D218Z45P -0.07259 833.3 D219Z50P -0.0968 -140.4 D220Z68P -0.1935 0.002917 D221Z55P -0.1218 0.002444 D222Z75P -0.2427 -0.002336 D223Z81P -0.2896 -0.0001606 D224Z86P -0.3283 -0.002721 D225Z90P -0.3632 -0.001016 D226Z9P 0.002159 -1000 D227Z9P 0.0021 -0.00569 D228Z0P 0 0 D229Z19P -0.01301 0.008079 D230Z26P -0.02026 -540 D231Z26P -0.02036 -0.003273 D232Z13P -0.005267 0.0009504 D233Z31P -0.03409 -0.0004898 D234Z36P -0.0501 0.003945 D235Z45P -0.07093 -0.006533 D236Z45P -0.0709 -833.3 D237Z50P -0.09689 -0.001301 D238Z113P -0.6669 -0.0003658 D239Z110P -0.6185 -0.0007952 D240Z107P -0.5714 -0.001194 D241Z103P -0.5258 -0.001587 D242Z100P -0.482 -0.001923 D243Z97P -0.4406 -0.002313 D244Z98P -0.461 -0.001363 D245Z105P -0.5484 -0.0009001 D246Z112P -0.6426 -0.0003126 D247Z95P -0.4206 -0.002359 D248Z102P -0.5036 -0.00149 D249Z108P -0.5948 -0.0007507 D250Z115P -0.6914 -5.736e-005 D251Z117P -0.7208 9.94e-005 D252Z118P -0.7357 -0.0001562 D253Z119P -0.7586 -0.0002538 D254Z121P -0.7819 -5.451e-005 D255Z122P -0.8054 -9.471e-005 D256Z124P -0.8291 3.438e-005 D257Z125P -0.8532 1.124e-005 D258Z126P -0.8774 0.0001213 D259Z128P -0.9016 0.000248 D260Z131P -0.9532 0.0004233 D261Z129P -0.9185 0.0003187 D262Z130P -0.9357 0.0005364 D263Z141P -1.148 -0.0007356 D264Z131P -0.9634 0.0003305 D265Z133P -0.9842 0.000237 D266Z134P -1.005 9.752e-005
-0.02047 67.29 -11.8 36.31 -14.01 56.03 -9.446 -0.0235 -0.02253 -0.02377 -0.02294 -0.02234 -0.02138 -67.29 -0.005984 0 -0.01054 -36.31 -0.01525 -0.00803 -0.01708 -0.01861 -0.02166 -56.04 -0.02217 -0.02568 -0.02515 -0.0245 -0.02372 -0.0228 -0.02172 -0.02229 -0.02414 -0.02544 -0.02114 -0.0233 -0.02486 -0.02592 -0.0201 -0.01723 -0.01746 -0.01763 -0.01781 -0.01794 -0.01807 -0.01817 -0.01826 -0.01297 -0.01651 -0.01474 -0.01372 -0.01309 -0.01329 -0.01344
-0.0054 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0048 0.0128 0.0185 0.0164 0.0047 0.0191 0.0000 -0.0166 0.0000 0.0160 0.0000 0.0479 -0.1106 -0.0712 0.0189 0.0243 0.0000 -0.0711 -0.0046 -0.0072 0.0000 -0.0116 0.0067 -0.0210 -0.0065 -0.0073 -0.0082 -0.0122 -0.0074 -0.0085 0.0001 0.0449 0.0292 -0.0097 -0.0020 -0.0015 -0.0028 -0.0002 -0.0069 -0.0006 0.0159 0.0074 0.0131 0.0066 0.0051 0.0071 0.0066
17:07:07 03/17/10
-0.6615 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1864 -0.4250 -0.4555 -0.4793 -0.5192 -0.5375 0.0000 -0.0428 0.0000 -0.0536 0.0000 -0.1061 -0.1031 -0.1901 -0.1553 -0.2133 0.0000 -0.2516 -0.8437 -0.8246 -0.8002 -0.7730 -0.7369 -0.6956 -0.7136 -0.7872 -0.8362 -0.6892 -0.7569 -0.8131 -0.8503 -0.8534 -0.8954 -0.9385 -0.9427 -0.9516 -0.9655 -0.9735 -0.9763 -0.9802 -1.0462 -0.9947 -1.0083 -1.1349 -1.0604 -1.0872 -1.1109
0.1005 -1.726 0.0000 3.522 0.0000 -0.003033 0.0000 2.512 0.0000 -0.03388 0.0000 2.311 0.0000 -0.0968 0.0931 -3.225 0.0562 -4.005 0.0849 -2.777 0.0927 -2.422 0.0978 -2.155 0.1014 -1.94 0.0000 -3.52 0.0116 -7.02 0.0000 -7.6 0.0244 -6.353 0.0000 -2.553 0.0304 -5.853 0.0212 -6.708 0.0405 -5.528 0.0446 -5.208 0.0531 -4.674 0.0000 -2.454 0.0659 -4.311 0.1176 -1.992 0.1148 -1.943 0.1119 -1.896 0.1091 -1.851 0.1062 -1.807 0.1034 -1.766 0.1048 -1.786 0.1105 -1.873 0.1162 -1.968 0.1019 -1.746 0.1077 -1.829 0.1134 -1.92 0.1191 -2.016 0.1276 -1.622 0.1314 -1.426 0.1300 -1.449 0.1285 -1.472 0.1271 -1.495 0.1256 -1.519 0.1242 -1.543 0.1228 -1.567 0.1213 -1.592 0.1254 -1.303 0.1232 -1.495 0.1255 -1.399 0.1253 -1.498 0.1254 -1.313 0.1254 -1.334 0.1254 -1.355
1.322 93.31 1007 75.88 -168.8 1.543 545.8 62.59 -202.8 17.31 837.9 100.6 -136.2 40.91 3.034 67.93 3.886 55.26 2.531 75.33 2.132 81.3 1.824 85.85 1.575 89.57 -993 -58.7 7.017 8.584 7.6 0 6.349 18.72 -534.2 -10.03 5.83 26.27 6.704 13.33 5.494 31.3 5.162 36.3 4.597 44.55 -828.7 -11.46 4.213 50.33 1.325 113.2 1.324 109.9 1.324 106.6 1.323 103.3 1.323 99.96 1.323 96.64 1.324 98.3 1.324 104.9 1.325 111.6 1.323 94.98 1.324 101.6 1.324 108.3 1.325 114.9 0.9018 116.9 0.6898 117.9 0.6897 119.4 0.6899 120.8 0.6899 122.2 0.69 123.6 0.69 125.1 0.6901 126.5 0.6902 127.9 0.3504 130.9 0.577 128.9 0.4639 129.9 0.3493 140.9 0.3503 131.4 0.3502 132.5 0.3501 133.6
Helman O. Mozo
Page
Job
585 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 141m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-1.027 -3.001e-005 -1.049 -0.0001597 -1.071 -0.0002885 -1.093 -0.0004171 -1.115 -0.0005449 -1.137 -0.0006721 -0.9737 0.0002941 -0.9947 0.0001647 -1.016 3.427e-005 -1.038 -9.508e-005 -1.06 -0.0002241 -1.082 -0.0003528 -1.104 -0.0004811 -1.126 -0.0006086 -0.3826 -0.002356 -0.3471 -0.001593 -0.3105 -0.001586 -0.268 -0.001086 -0.2166 0.0004005 -0.1818 -0.001563 -378.5 -0.002811 -1000 -0.005694 -729.1 5.986e-005 -540 -0.003302 -871.8 -0.0004714 -833.4 -0.006541 -761.2 -0.001373 -1000 0.006013 -540 0.002791 -833.4 0.004352 -0.9621 0.0002886 -0.9832 0.0001696 -1.005 5.48e-005 -1.027 -6.195e-005 -1.049 -0.0001823 -1.071 -0.0003031 -1.093 -0.0004241 -1.116 -0.0005466 -1.138 -0.0006729
-0.01355 0.0067 -1.1182 0.1253 -0.01362 0.0067 -1.1304 0.1253 -0.01368 0.0067 -1.1375 0.1253 -0.01371 0.0066 -1.1421 0.1253 -0.01371 0.0066 -1.1342 0.1253 -0.01372 0.0066 -1.1349 0.1253 -0.01319 0.0042 -1.0730 0.1254 -0.01336 0.0074 -1.0992 0.1254 -0.01349 0.0065 -1.1152 0.1253 -0.01358 0.0067 -1.1256 0.1253 -0.01365 0.0066 -1.1344 0.1253 -0.01369 0.0066 -1.1394 0.1253 -0.01371 0.0066 -1.1383 0.1253 -0.01371 0.0066 -1.1354 0.1253 -0.02097 0.0538 -0.5780 0.0995 -0.02181 -0.0314 -0.5475 0.1015 -0.02262 0.0546 -0.4888 0.0933 -0.02332 -0.0279 -0.4474 0.0936 -0.02387 0.0691 -0.4269 0.0782 -0.02205 -0.0086 -0.2790 0.0785 -0.02079 0.0000 0.0000 0.0000 67.28 0.0000 0.0000 0.0000 49.02 0.0000 0.0000 0.0000 36.29 0.0000 0.0000 0.0000 58.59 0.0000 0.0000 0.0000 56 0.0000 0.0000 0.0000 51.15 0.0000 0.0000 0.0000 67.28 0.0000 0.0000 0.0000 36.29 0.0000 0.0000 0.0000 56 0.0000 0.0000 0.0000 -0.01316 0.0125 -1.0734 -0.0726 -0.01336 0.0071 -1.1025 -0.0726 -0.01351 0.0071 -1.1252 -0.0725 -0.01362 0.0069 -1.1348 -0.0725 -0.0137 0.0069 -1.1459 -0.0725 -0.01375 0.0068 -1.1528 -0.0725 -0.01378 0.0068 -1.1564 -0.0725 -0.01379 0.0067 -1.1507 -0.0725 -0.0138 0.0066 -1.1505 -0.0725
17:07:07 03/17/10
-1.377 0.35 -1.399 0.3498 -1.421 0.3497 -1.443 0.3496 -1.465 0.3495 -1.487 0.3493 -1.324 0.3503 -1.345 0.3502 -1.366 0.35 -1.388 0.3499 -1.41 0.3498 -1.432 0.3496 -1.454 0.3495 -1.476 0.3494 -1.822 1.437 -2.039 1.691 -2.278 1.966 -2.584 2.315 -2.977 2.761 -3.587 3.403 -379.9 -0.002811 -1007 3.517 -735.8 5.986e-005 -545.9 2.53 -877.2 -0.0004714 -838 2.377 -765.4 -0.001373 -1007 -3.516 -545.9 -2.53 -838 -2.379 -1.312 -0.3497 -1.333 -0.3498 -1.355 -0.3499 -1.377 -0.3501 -1.399 -0.3502 -1.421 -0.3503 -1.443 -0.3504 -1.466 -0.3505 -1.488 -0.3507
134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.61 87.85 83.75 78.57 71.96 62.38 93.31 75.87 62.36 62.57 89.91 100.6 101.5 75.87 62.57 100.6 131.4 132.5 133.6 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "VIENTO5": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D2Z0P 94.17 0.0 80.34 0.0 871.52 0.0 0.0 880.26 0.0 1.72 0.0 -0.8 0.0 0.00 0.0 0.0 D29Z0P 67.77 0.0 -52.84 0.0 -593.33 0.0 0.0 599.52 0.0 -1.22 0.0 -0.3 0.0 0.02 0.0 0.0 D153Z0P 66.08 0.0 51.35 0.0 -570.34 0.0 0.0 576.45 0.0 1.17 0.0 -0.2 0.0 0.00 0.0 0.0 D228Z0P 92.86 0.0 -78.85 0.0 848.92 0.0 0.0 857.62 0.0 -1.67 0.0 -0.7 0.0 -0.01 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "VIENTO5":
Helman O. Mozo
Page
Job
586 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -----------------------------------------------------------------------------------------------------D0Z93P -0.3785 0.0000 -0.7969 0.3781 -0.0000 0.7969 -0.4066 0.0000 -0.0061 D1Z93P -0.7989 0.0000 -1.6272 0.7984 0.0000 1.6272 -0.4064 0.0023 0.0081 D2Z0P -1.1020 0.0000 -2.4977 -93.0676 -80.3427 -869.0179 0.0000 0.0000 0.0000 D3Z9P -2.0106 0.0000 -5.1195 2.0106 1.0008 5.0522 0.0027 1000.0000 -67.2878 D4Z13P -0.9086 0.0000 -2.6218 0.9086 0.1755 2.6100 -0.0029 175.4710 -11.7971 D5Z19P -5.2697 0.0000 -8.1856 5.2696 -0.0000 8.1856 -0.0133 -0.0083 -0.0109 D6Z26P -1.0849 0.0000 -3.1120 1.0849 0.5400 3.0757 -0.0215 540.0096 -36.3141 D7Z31P -1.0849 0.0000 -3.1120 1.0849 0.2083 3.0980 -0.0354 208.2839 -14.0058 D8Z26P -4.4078 0.0000 -5.5638 4.4078 0.0000 5.5638 -0.0216 0.0028 -0.0156 D9Z13P -1.7529 0.0000 -3.8698 1.7529 -0.0000 3.8698 -0.0049 -0.0008 -0.0084 D10Z31P -6.3993 0.0000 -7.1120 6.3993 -0.0000 7.1120 -0.0357 -0.0004 -0.0174 D11Z36P -2.7635 0.0000 -5.6179 2.7634 -0.0000 5.6179 -0.0521 -0.0054 -0.0190 D12Z45P -1.6743 0.0000 -4.2542 1.6742 0.0000 4.2542 -0.0744 0.0043 -0.0219 D13Z45P -1.6743 0.0000 -4.2542 1.6742 0.8333 4.1982 -0.0743 833.3284 -56.0390 D14Z50P -0.9057 0.0000 -2.0983 0.9056 0.1404 2.0889 -0.1007 140.4387 -9.4456 D15Z55P -2.6121 0.0000 -5.5598 2.6119 -0.0000 5.5597 -0.1262 -0.0057 -0.0226 D16Z68P -6.3815 0.0000 -5.6802 6.3813 0.0000 5.6802 -0.1981 0.0059 0.0135 D17Z68P -6.3815 0.0000 -5.6802 6.3813 -0.0000 5.6802 -0.1989 -0.0073 -0.0234 D18Z55P -6.1949 0.0000 -5.9398 6.1948 0.0000 5.9398 -0.1253 0.0046 0.0140 D19Z75P -1.6452 0.0000 -3.1649 1.6450 0.0000 3.1649 -0.2484 0.0024 0.0128 D20Z75P -5.4682 0.0000 -3.5449 5.4679 -0.0000 3.5449 -0.2492 -0.0025 -0.0235 D21Z81P -1.2526 0.0000 -2.3461 1.2523 0.0000 2.3461 -0.2950 0.0043 0.0115 D22Z81P -1.2526 0.0000 -2.3461 1.2523 -0.0000 2.3461 -0.2950 -0.0050 -0.0227 D23Z86P -0.9791 0.0000 -1.8579 0.9787 -0.0000 1.8578 -0.3341 -0.0026 -0.0220 D24Z86P -0.9791 0.0000 -1.8579 0.9787 0.0000 1.8579 -0.3337 0.0024 0.0105 D25Z90P -0.8577 0.0000 -1.6682 0.8573 0.0000 1.6682 -0.3685 0.0039 0.0093 D26Z90P -0.8577 0.0000 -1.6682 0.8573 -0.0000 1.6682 -0.3686 -0.0045 -0.0211 D27Z93P -0.7989 0.0000 -1.6272 0.7984 -0.0000 1.6272 -0.4064 -0.0026 -0.0202 D28Z50P -0.9057 0.0000 -2.0983 0.9056 -0.0000 2.0983 -0.1008 -0.0014 -0.0223 D29Z0P -1.1020 0.0000 -2.4977 -66.6670 52.8412 595.8256 0.0000 0.0000 0.0000 D30Z9P -2.0106 0.0000 -5.1195 2.0106 -1.0008 5.1868 0.0005 -1000.0000 67.2862 D31Z19P -1.9936 0.0000 -5.7338 1.9935 0.0000 5.7338 -0.0107 0.0058 0.0075 D32Z26P -1.0849 0.0000 -3.1120 1.0849 -0.5400 3.1484 -0.0221 -540.0088 36.3086 D33Z26P -1.0849 0.0000 -3.1120 1.0849 -0.0000 3.1121 -0.0221 -0.0017 0.0105 D34Z13P -0.9086 0.0000 -2.6218 0.9086 0.0000 2.6218 -0.0050 0.0011 0.0056 D35Z31P -1.0849 0.0000 -3.1120 1.0849 0.0000 3.1121 -0.0355 0.0005 0.0116 D36Z36P -1.8535 0.0000 -5.2679 1.8534 0.0000 5.2679 -0.0510 0.0042 0.0125 D37Z45P -1.6743 0.0000 -4.2542 1.6742 -0.0000 4.2542 -0.0760 -0.0028 0.0140 D38Z45P -1.6743 0.0000 -4.2542 1.6742 -0.8333 4.3102 -0.0759 -833.3268 56.0310 D39Z50P -0.9057 0.0000 -2.0983 0.9056 0.0000 2.0984 -0.1009 0.0014 0.0141 D40Z113P -0.4242 0.0000 -0.8655 0.4235 -0.0000 0.8654 -0.6676 -0.0005 -0.0254 D41Z113P -0.4242 0.0000 -0.8655 0.4235 0.0000 0.8655 -0.6676 0.0000 0.0124 D42Z110P -0.4215 0.0000 -0.8655 0.4209 -0.0000 0.8654 -0.6200 -0.0009 -0.0248 D43Z110P -0.4215 0.0000 -0.8655 0.4209 0.0000 0.8655 -0.6200 0.0004 0.0119 D44Z107P -0.4352 0.0000 -0.9179 0.4346 -0.0000 0.9178 -0.5737 -0.0013 -0.0242 D45Z107P -0.4352 0.0000 -0.9179 0.4346 0.0000 0.9179 -0.5737 0.0008 0.0114 D46Z103P -0.4323 0.0000 -0.9179 0.4317 -0.0000 0.9178 -0.5289 -0.0017 -0.0234 D47Z103P -0.4323 0.0000 -0.9179 0.4317 0.0000 0.9179 -0.5289 0.0012 0.0108 D48Z100P -0.4132 0.0000 -0.8655 0.4127 -0.0000 0.8654 -0.4859 -0.0021 -0.0225 D49Z100P -0.4132 0.0000 -0.8655 0.4127 0.0000 0.8655 -0.4859 0.0017 0.0100
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
587 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
588 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
589 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
590 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P
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17:07:07 03/17/10
0.8333 4.3102 -0.1404 2.0889 0.0000 5.6802 0.0000 5.5597 -0.0000 3.1649 -0.0000 2.3461 -0.0000 1.8578 -0.0000 1.6682 -1.0008 5.0522 -0.0000 7.5713 78.8473 -846.4231 0.0000 7.6952 -0.5400 3.0757 -0.0000 5.0734 0.0000 3.8698 -0.0000 5.5638 0.0000 5.2679 -0.0000 4.2542 -0.8333 4.1982 -0.0000 2.0983 -0.0000 0.8654 -0.0000 0.8654 -0.0000 0.9178 -0.0000 0.9178 -0.0000 0.8654 -0.0000 0.7969 -0.0000 1.6623 -0.0000 3.1557 -0.0000 1.7309 -0.0000 0.7969 -0.0000 1.7833 -0.0000 1.7833 -0.0000 1.6774 0.0000 0.8119 -0.0000 1.3109 -0.0000 0.9792 -0.0000 2.1004 -0.0000 0.9604 0.0000 0.9494 0.0000 2.0784 0.0000 0.9384 0.0000 0.7034 0.0000 0.3307 0.0000 0.2342 0.0000 0.2342 -0.0000 0.1032 0.0000 0.0964 0.0000 0.0964 0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964 -0.0000 0.0964
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Helman O. Mozo
Page
Job
591 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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0.0600 0.1126 0.1128 1.8993 0.1132 0.1133 0.1135 1.9122 0.1174 0.4199 2.9024 2.9821 0.7106 0.9341 5.3807 -0.0000 1.0098 0.1796 0.5449 0.2132 0.8409 0.1445 1.0098 0.5449 0.8409 0.0558 0.0559 0.0560 0.0560 0.0561 0.0562 0.0563 0.0563 0.0600
17:07:07 03/17/10
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0.1032 -1.1368 0.1928 -0.9737 0.1928 -0.9947 1.2248 -1.0162 0.1928 -1.0379 0.1928 -1.0597 0.1928 -1.0818 1.2248 -1.1038 0.1996 -1.1258 0.8303 -0.3826 1.2179 -0.3471 1.3999 -0.3105 1.3261 -0.2680 1.8387 -0.2166 3.8414 -0.1818 0.7969 -378.5285 5.1868 -1000.0000 2.6708 -729.0716 3.1483 -540.0274 3.1706 -871.7543 4.3102 -833.3956 2.1495 -761.1948 5.1868 -1000.0000 3.1483 -540.0283 4.3102 -833.3984 0.0964 -0.9621 0.0964 -0.9832 0.0964 -1.0048 0.0964 -1.0267 0.0964 -1.0487 0.0964 -1.0710 0.0964 -1.0934 0.0964 -1.1157 0.1032 -1.1379
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------D127P -80.23 3047.97 449.24 -877.38 -1151.78 1265.18 -409.49 D128P -80.23 877.37 1151.78 941.32 -2593.76 890.98 -706.43 D129P -80.22 -85.19 661.74 -1682.90 956.93 -881.53 807.04 D130P -80.22 314.13 245.85 108.05 -2592.44 171.49 -953.19 D131P -80.21 -511.41 -164.46 -1046.99 1803.96 -478.57 503.48 D132P -80.21 138.98 1340.49 -2419.82 -7776.84 -563.32 -1589.63 D133P -80.21 2419.81 7776.83 3290.01 9738.01 1023.34 3139.08 D134P -80.20 -634.20 783.66 -2193.19 6987.75 -570.93 1569.27 D135P -80.20 -634.21 -783.66 -1585.18 435.28 -382.25 -60.00 D136P -80.20 1585.18 -435.28 1220.27 -1317.20 338.32 -211.34 D137P -80.20 -1220.27 1317.20 -355.61 -40.34 -313.76 254.23 D138P -80.20 355.60 40.33 -1307.94 910.59 -188.29 188.01 D139P -80.20 1307.94 -910.59 898.44 -2248.21 290.92 -416.51
-0.0007 0.0003 0.0002 0.0000 -0.0001 -0.0002 -0.0004 -0.0005 -0.0006 -0.0024 -0.0016 -0.0016 -0.0011 0.0004 -0.0016 -0.0028 -0.0057 0.0001 -0.0033 -0.0005 -0.0065 -0.0014 0.0060 0.0028 0.0044 0.0003 0.0002 0.0001 -0.0001 -0.0002 -0.0003 -0.0004 -0.0005 -0.0007
-0.0137 -0.0132 -0.0134 -0.0135 -0.0136 -0.0136 -0.0137 -0.0137 -0.0137 -0.0210 -0.0218 -0.0226 -0.0233 -0.0239 -0.0220 -0.0208 67.2806 49.0159 36.2888 58.5922 56.0032 51.1503 67.2804 36.2886 56.0031 -0.0132 -0.0134 -0.0135 -0.0136 -0.0137 -0.0138 -0.0138 -0.0138 -0.0138
Helman O. Mozo
Page
Job
592 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D140P -80.20 -898.44 2248.21 262.49 D141P -80.20 -262.49 -482.01 -1487.92 D142P -80.20 1487.92 -312.91 1093.93 D143P -37.35 1908.90 225.71 2238.65 D144P -407.77 -461.50 -1193.12 -4205.15 D145P -37.35 -1833.63 2476.85 -1908.90 D146P -37.35 -2238.65 214.64 -2738.29 D147P -37.36 -1748.38 297.56 -1884.83 D148P -37.37 -1147.33 207.58 -1085.89 D149P 32.16 221.72 185.41 312.98 D150P 32.17 42.86 527.47 -1877.03 D151P -26.98 -203.70 -369.05 -155.03 D152P 0.04 -228.18 468.19 85.28 D153P 0.02 0.23 33.69 -0.05 D154P -407.77 -461.51 1193.11 479.37 D155P -80.20 2193.20 -6987.75 3290.02 D156P -80.21 1046.99 -1803.97 -138.99 D157P -80.21 -108.05 2592.44 511.41 D158P -80.22 1682.89 -956.94 -314.14 D159P -80.22 -941.33 2593.75 85.18 D160P -37.35 2738.29 2027.67 2177.25 D161P -37.36 -2177.25 591.75 -1603.83 D162P -37.36 1603.83 1313.03 1748.38 D163P -37.36 1884.83 1267.75 1584.18 D164P -37.36 -1584.18 191.26 -1227.29 D165P -37.37 1227.29 1036.77 1147.33 D166P -37.37 1085.89 1010.90 969.61 D167P -37.37 -969.61 -130.23 -1268.67 D168P 32.16 -388.93 88.73 -42.86 D169P 32.16 375.74 773.11 388.93 D170P 32.16 -312.98 606.57 -375.74 D171P 32.16 57.71 108.47 -221.72 D172P 32.15 -404.70 116.61 -57.71 D173P -26.98 155.04 126.07 128.08 D174P -26.99 -128.07 -330.19 -492.40 D175P 0.04 57.62 200.04 -21.52 D176P 0.03 -14.58 129.60 5.54 D177P 0.03 3.51 -76.29 -1.24 D178P 0.02 -1.02 55.15 0.39 D179P 0.01 -0.13 2.34 0.14 D180P 0.01 -0.15 -178.75 0.12 D181P 0.00 -0.09 -18.55 0.05 D182P 0.04 -85.28 168.93 -57.62 D183P 0.03 21.52 219.56 14.58 D184P 0.03 -5.54 207.95 -3.51 D185P 0.03 1.24 160.70 1.02 D186P 0.02 -0.39 83.82 -0.23 D187P 0.02 0.05 54.84 0.13 D188P 0.01 -0.14 74.20 0.15 D189P 0.01 -0.12 54.53 0.09 D190P 0.00 -0.05 2.96 -0.00 D308P 60.09 3457.01 -403.54 -1268.56 D309P 60.08 1268.56 -1400.42 571.36 D310P 60.08 -1085.42 314.91 -2648.07
482.01 312.91 -626.85 -214.63 1496.39 -225.70 -2027.66 -1267.73 -1010.89 -606.58 -4069.96 -126.08 -168.91 -54.82 -1250.52 -9738.02 -1340.50 164.45 -245.85 -661.75 -591.74 -1313.01 -297.55 -191.24 -1036.76 -207.56 130.25 -590.72 -527.49 -88.75 -773.12 -185.43 -108.49 330.18 167.54 -219.54 -207.93 -160.68 -83.80 -74.18 -54.51 -2.94 -200.02 -129.58 76.31 -55.13 -33.67 -2.32 178.77 18.57 0.02 1400.43 3192.61 -262.53
17:07:07 03/17/10
-117.35 503.79 -366.85 -35.44 299.22 -108.91 2498.53 6.68 -4409.91 286.59 -2247.77 1352.04 -2998.16 -1092.18 -2188.68 -584.44 -1345.31 -483.92 376.36 -296.45 -1291.02 -2493.46 -356.52 -492.08 -257.74 539.79 0.33 -38.11 8.44 -27.13 767.15 -2340.08 268.29 -929.10 147.18 1005.96 649.10 -570.40 -494.57 1116.07 2961.17 865.02 -2277.76 -434.50 2019.40 611.73 2089.76 648.50 -1693.65 -509.34 1430.50 499.52 1238.25 687.44 -1348.36 -434.31 -303.92 -308.83 538.23 481.70 -484.77 -117.23 -115.44 -54.17 -325.48 5.71 281.38 453.45 -616.65 -161.66 65.11 -35.17 -16.31 -141.29 4.08 -427.39 -1.13 -51.67 0.02 -129.58 -0.05 -420.71 -0.08 -38.76 -257.74 -56.08 65.11 162.29 -16.31 512.69 4.08 190.40 -1.13 90.44 0.33 94.73 0.02 456.27 -0.05 131.84 -0.08 5.38 1275.58 581.06 901.38 878.00 -1861.43 26.12
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P
60.08 60.07 60.07 60.07 60.07 60.07 60.07 60.06 60.06 60.06 60.06 60.06 60.06 21.62 181.24 21.62 21.63 21.63 21.64 -0.51 -0.51 -0.52 -0.02 -0.01 181.23 60.07 60.07 60.08 60.08 60.08 21.63 21.63 21.63 21.63 21.63 21.63 21.64 21.64 -0.51 -0.51 -0.51 -0.51 -0.51 -0.52 -0.51 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.02
-868.64 -299.20 167.45 2819.24 -732.79 -732.80 1643.61 -1266.34 363.33 1289.92 -875.43 -295.11 1382.39 -1957.74 -107.32 2156.39 2219.62 1744.00 1119.41 283.33 1390.52 -220.61 215.94 39.39 -107.33 2493.95 765.40 519.75 2648.06 -571.37 -2727.52 2180.91 -1607.27 -1890.15 1589.44 -1211.45 -1157.57 1069.00 -597.00 398.75 -322.82 -262.46 155.90 188.67 -89.58 173.57 127.56 89.32 62.46 18.20 4.16 -0.19 -244.63 -147.88
972.78 -85.85 -1324.47 -8218.93 -902.22 902.22 327.30 -1225.41 -55.94 874.68 -2248.70 543.20 335.81 169.27 1848.20 2732.57 201.90 298.26 207.28 -269.87 687.26 -0.06 211.60 53.56 -1848.19 7278.31 2202.93 -3389.17 262.53 -3192.61 2065.49 585.57 1290.92 1275.30 185.64 1025.33 1011.68 -18.43 325.50 389.00 986.82 686.13 -156.11 35.98 337.05 237.97 178.60 57.45 100.11 44.99 -54.70 17.18 209.32 192.79
-519.76 3389.17 -563.97 1771.83 -765.41 -2202.92 -326.93 -702.86 -2819.24 8218.93 -654.93 1702.78 3750.41 -10182.58 1177.44 -3297.99 -2493.94 -7278.31 -651.57 -1651.89 -1643.62 -327.30 -409.30 99.02 1266.33 1225.41 350.92 187.25 -363.33 55.94 -324.47 -232.84 -1289.92 -874.68 -183.20 -184.00 875.43 2248.71 285.51 411.84 295.11 -543.20 -107.08 -515.17 -1382.39 -335.81 -351.57 43.47 975.13 672.65 273.22 116.87 -2219.61 -201.89 -2516.48 -19.65 -4069.49 -616.35 -3947.01 1164.07 1957.74 -169.26 2470.95 1539.53 2727.52 -2065.48 2980.20 -1122.64 1890.15 -1275.29 2189.25 -588.57 1157.57 -1011.67 1371.68 -484.57 322.82 -986.84 426.66 -884.56 2423.29 -3331.85 2684.43 -1861.45 -188.65 -35.97 -406.75 -35.80 244.63 -209.30 830.69 4.15 28.49 -33.68 122.42 35.85 844.37 538.02 348.24 -619.04 3750.41 10182.58 873.64 2442.93 -167.45 1324.48 176.68 1042.25 299.20 85.86 298.83 -1205.35 868.64 -972.78 1667.72 -336.82 1085.41 -314.90 296.95 -2026.21 -2180.91 -585.56 -2956.89 891.53 1607.27 -1290.91 2282.04 -424.90 -1744.00 -298.25 -2018.84 598.00 -1589.44 -185.62 -2096.14 656.43 1211.45 -1025.32 1687.28 -505.83 -1119.41 -207.26 -1404.13 492.81 -1069.00 18.45 -1341.31 620.56 998.21 195.93 1245.31 106.92 -1390.52 -687.28 -1398.96 -254.64 597.00 -325.52 700.88 44.68 -398.75 -389.02 -507.89 420.78 -283.33 269.85 -384.17 672.89 262.46 -686.15 294.47 -592.84 89.59 -337.03 276.55 -299.21 -302.30 3.04 -389.47 337.99 147.88 -192.77 579.78 81.51 105.93 -102.49 421.13 137.26 74.95 -63.23 296.28 -10.42 50.62 -61.26 203.96 70.07 8.97 20.47 49.01 118.07 0.94 34.39 9.19 -36.62 -0.49 8.05 -1.22 45.51 -173.57 -237.95 -754.28 -51.64 -127.56 -178.58 -496.80 25.64
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
594 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
-0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 77.82 77.81 77.81 77.80 77.80 77.80 77.79 77.79 77.79 77.79 77.79 77.79 77.79 77.79 77.78 77.78 43.54 425.33 43.54 43.54 43.55 43.56 -39.65 -39.66 19.78 -0.04 -0.02 425.32 77.79 77.80 77.80 77.81 77.81 43.54 43.54 43.55 43.55 43.55 43.55 43.56 43.56 -39.65 -39.65 -39.65 -39.64 -39.64 19.79
-105.93 -74.95 -50.62 -28.49 -8.97 -0.94 0.49 -3897.10 -1370.51 1018.85 637.45 186.63 -550.85 -2054.62 900.55 900.56 -2358.79 1957.24 -383.80 -2156.88 1984.42 72.68 -2120.10 2131.40 550.60 -2498.11 -2605.21 -2137.17 -1443.93 269.95 114.58 98.88 -103.35 0.11 550.61 -2044.79 -930.34 99.75 -3049.08 1192.56 3387.34 -2676.32 1915.19 2368.12 -1974.42 1514.77 1391.54 -1199.14 -469.03 444.59 -386.37 38.27 -331.46 -132.30
102.51 63.25 61.28 33.70 -20.45 -34.37 -8.03 -358.49 -1362.79 302.96 965.87 -72.89 -1343.85 -8218.52 -898.74 898.75 338.33 -1257.47 -75.28 958.86 -2309.28 577.06 320.83 -113.86 1178.52 3013.24 782.72 927.99 661.64 93.03 204.15 371.46 279.45 55.00 -1178.51 7290.30 2167.00 -3335.06 203.35 -3163.80 1103.60 1337.57 756.47 563.21 798.82 547.91 550.36 231.11 206.29 664.47 686.31 182.65 191.60 -123.79
-89.32 -57.43 -352.16 81.31 -62.46 -100.09 -247.83 -66.45 -39.39 -53.54 -162.34 13.97 -18.20 -44.97 -84.21 -20.33 -4.16 54.72 -23.68 61.81 0.19 -17.16 -1.35 -92.95 -0.00 0.02 0.88 -14.45 1370.52 1362.80 -1472.68 585.38 -1192.55 3163.80 -1255.65 882.32 3049.08 -203.35 2028.18 49.66 -99.74 3335.07 218.42 1747.04 930.35 -2166.99 343.01 -687.85 2054.63 8218.52 371.40 1697.89 -3148.56 -10209.03 -932.53 -3302.65 2044.78 -7290.29 594.75 -1653.60 2358.79 -338.33 561.37 96.52 -1957.24 1257.48 -520.49 192.45 383.80 75.28 466.11 -235.38 2156.88 -958.86 350.57 -204.47 -1984.42 2309.28 -546.05 430.92 -72.67 -577.06 352.76 -532.60 2120.10 -320.83 459.57 53.70 -1684.44 669.54 -440.92 114.78 2605.21 -782.71 2853.38 -540.10 4008.95 -1582.38 4308.70 -381.65 -2131.40 113.88 -2780.49 1878.15 -3387.34 -1103.59 -3609.97 -193.29 -2368.12 -563.19 -2714.03 219.76 -1391.54 -550.34 -1708.12 67.04 386.37 -686.33 461.97 -417.61 -1676.47 -3993.06 -1099.37 -2666.90 132.29 123.80 229.75 492.21 38.02 -136.07 -117.84 258.59 0.01 -34.77 0.20 36.48 -697.83 1288.17 -69.56 51.82 -3148.56 10209.04 -726.59 2448.31 550.86 1343.86 -112.13 1037.36 -186.62 72.90 -31.70 -1190.33 -637.45 -965.86 -1748.26 -361.60 -1018.85 -302.95 100.35 -2002.66 2676.32 -1337.55 3652.81 -140.94 -1915.19 -756.46 -2765.97 350.07 2137.17 -927.97 2441.18 -103.32 1974.42 -798.80 2615.98 -141.92 -1514.77 -547.89 -2101.92 151.16 1443.93 -661.62 1782.35 -68.50 1199.14 -231.09 1560.65 192.33 -1452.19 -465.29 -1597.19 -141.07 -114.58 -204.17 -410.79 1.49 469.03 -206.31 643.08 322.49 -444.59 -664.49 -584.89 15.36 -269.95 -93.05 -163.08 63.07 -38.27 -182.66 -260.24 6.29 -92.16 -333.81 -223.09 -454.79
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D536P 19.79 92.15 D537P -0.04 27.32 D538P -0.03 -6.88 D539P -0.03 1.55 D540P -0.02 -0.50 D541P -0.01 -0.12 D542P -0.01 -0.16 D543P -0.00 -0.07 D544P -0.04 -38.01 D545P -0.03 10.22 D546P -0.03 -2.66 D547P -0.02 0.52 D548P -0.02 -0.20 D549P -0.02 -0.01 D550P -0.01 -0.14 D551P -0.01 -0.11 D552P -0.00 -0.04 D670P -60.40 -3181.57 D671P -60.40 -1117.32 D672P -60.40 908.14 D673P -60.40 832.71 D674P -60.39 -382.71 D675P -60.39 2762.18 D676P -60.39 -3506.38 D677P -60.38 854.37 D678P -60.38 854.37 D679P -60.38 -2301.45 D680P -60.38 1902.01 D681P -60.38 -381.51 D682P -60.38 -2158.30 D683P -60.38 2003.70 D684P -60.38 36.58 D685P -60.38 -2232.55 D686P -30.44 -2059.60 D687P -183.70 322.79 D688P -30.44 2024.85 D689P -30.44 2632.52 D690P -30.45 2137.89 D691P -30.45 1407.58 D692P -1.13 337.69 D693P -1.13 1671.85 D694P 0.60 382.17 D695P 0.02 437.63 D696P 0.01 53.45 D697P -183.69 322.80 D698P -60.39 -1932.51 D699P -60.39 -2533.41 D700P -60.39 400.40 D701P -60.40 -2944.07 D702P -60.40 895.68 D703P -30.45 -3404.53 D704P -30.45 2671.59 D705P -30.45 -1907.48 D706P -30.45 -2374.39
333.82 232.13 169.62 -45.66 79.15 21.12 -167.14 -14.13 136.09 180.00 170.93 135.59 61.19 34.79 56.66 48.84 -0.04 313.70 1456.78 -282.02 -1144.11 697.66 -2090.17 9755.18 829.84 -829.84 -450.51 1368.21 69.44 -1045.42 2324.15 -506.04 -290.34 -71.73 -1851.80 2474.59 810.11 936.48 665.20 -195.07 777.68 10.86 432.58 53.40 1851.79 -7152.06 -694.60 3246.48 -458.38 3422.92 1123.08 1327.90 745.70 575.01
270.67 -122.92 360.58 -10.22 -179.98 30.84 2.66 -170.91 -7.60 -0.52 -135.57 1.85 0.20 -61.17 -0.55 0.14 -56.64 0.03 0.11 -48.82 -0.07 0.04 0.06 -0.07 -27.32 -232.11 -117.84 6.88 -169.61 30.84 -1.55 45.68 -7.60 0.50 -79.13 1.85 -0.11 -54.98 -0.55 0.12 -21.10 0.21 0.16 167.16 0.03 0.07 14.14 -0.07 0.00 0.02 -0.06 1117.33 -1456.79 -1203.19 -895.68 -3422.93 -986.17 2944.08 458.38 1920.63 -400.39 -3246.48 175.61 2533.41 694.59 660.46 3506.38 -9755.18 1548.19 -3199.01 10226.88 -1201.76 1932.51 7152.05 562.75 2301.45 450.51 543.54 -1902.00 -1368.21 -506.91 381.52 -69.44 454.65 2158.30 1045.42 351.30 -2003.70 -2324.15 -548.78 -36.57 506.04 362.98 2232.55 290.34 475.57 -1809.92 -613.66 -468.49 -2632.52 -810.09 -2826.58 5080.00 618.89 5105.55 2059.60 71.75 2453.12 3404.53 -1123.07 3636.78 2374.39 -575.00 2718.24 1492.62 -549.33 1747.11 397.19 -905.98 517.26 3135.61 -4048.61 3383.83 264.08 43.29 642.28 315.62 -295.64 1358.58 41.69 -33.66 171.61 -935.67 -515.18 -289.58 -3199.01 -10226.89 -717.94 -2762.17 2090.17 -1564.69 382.72 -697.67 285.75 -832.71 1144.10 -1791.06 -908.14 282.01 -7.19 -2671.59 -1327.88 -3660.31 1907.48 -745.69 2758.47 -2137.89 -936.47 -2436.97 -1985.46 -800.06 -2626.42
17:07:07 03/17/10
209.61 94.05 -2.31 -326.86 32.42 -64.06 -389.51 -25.37 -173.18 18.75 390.68 101.83 11.20 24.70 403.67 113.61 -0.04 -666.28 -963.22 87.93 -1783.46 427.55 -2925.54 3581.26 1611.78 -65.33 -219.33 258.59 220.43 -444.30 522.24 -45.21 -104.77 -531.22 -1165.07 1529.33 -188.53 217.76 69.80 -775.00 -2302.31 53.82 246.97 35.61 631.54 -2431.46 412.35 930.04 325.19 2140.25 -123.37 350.73 -114.92 -135.57
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-30.45 1985.46 -30.45 -1486.41 -30.46 -1492.62 -30.46 1350.81 -1.13 -719.14 -1.13 471.80 -1.13 -397.19 -1.13 -321.48 -1.13 262.58 0.60 -264.09 0.60 199.34 0.02 209.36 0.02 152.13 0.02 109.93 0.01 78.22 0.01 30.50 0.01 11.81 0.00 2.75 0.02 -315.62 0.02 -174.31 0.02 -129.84 0.01 -91.91 0.01 -65.52 0.01 -41.69 0.01 -20.12 0.00 -5.09 0.00 -1.38
800.08 1486.41 545.98 -1407.58 549.35 -1350.81 364.95 1047.77 202.20 -1671.85 506.16 719.14 905.97 -471.80 706.09 -337.69 -277.90 321.48 -43.30 -199.35 -330.33 615.32 189.68 174.31 190.16 129.84 54.72 91.91 100.69 65.52 45.10 20.12 -54.71 5.09 17.13 1.38 295.66 -209.36 174.43 -152.13 106.93 -109.93 62.17 -78.22 61.49 -53.45 33.68 -30.50 -20.40 -11.81 -34.41 -2.75 -8.05 0.00
-545.97 2091.49 -665.19 -1743.37 -364.94 -1712.91 275.49 1444.93 -777.70 -1682.95 -202.22 838.27 -506.18 -611.66 195.06 -463.97 -706.11 411.11 330.32 -460.59 -3.54 809.65 -174.41 692.00 -106.91 508.56 -62.15 364.04 -61.47 259.25 20.42 91.31 34.43 30.47 8.07 7.45 -189.66 -946.87 -190.14 -588.77 -54.70 -432.44 -100.67 -306.86 -53.38 -214.57 -45.08 -130.22 54.73 -57.59 -17.11 -14.14 0.02 -2.48
17:07:07 03/17/10
153.08 -71.81 111.09 385.81 -405.08 213.94 281.40 634.29 -692.62 285.26 -331.82 27.54 150.15 -13.40 70.73 118.18 -36.59 45.46 191.18 -28.33 94.20 -69.43 14.63 -20.57 61.92 -92.92 -14.49
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Printed capacities do not include the strength factor entered for each loadcase.
Group Summary (Compression Portion): Group Label
Group Angle Desc. Type
Angle Steel Size Strength
Max Max Comp. Comp. Comp. L/R Comp. Conn. Comp. Conn. RLX RLY RLZ L/R Length Curve No. Of Usage Use In Control Force Control Capacity Shear Bearing Comp. No. Bolts Comp. Member Load Case Capacity Capacity Member Comp. (MPa) % % (kN) (kN) (kN) (kN) (m) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------M1 MONTANTE1 DAE 6X6X0.375 344.7 29.10 29.10 D144P -435.205 COMBO 1-3 1495.553 0.000 0.000 0.312 0.312 0.312 6.91 1.058 1 0 M2 MONTANTE2 DAE 6X6X0.375 344.7 11.21 11.21 D142P -137.670 COMBO 1-3 1228.477 0.000 0.000 0.312 0.312 0.312 56.38 8.629 1 0 M3 MONTANTE3 DAE 6X6X0.375 344.7 16.83 16.83 D141P -134.793 COMBO 1-3 801.020 0.000 0.000 1.000 1.000 1.000 99.92 4.771 1 0 M4 MONTANTE4 DAE 6X6X0.375 344.7 23.78 23.78 D140P -158.800 COMBO 1-3 667.766 0.000 0.000 1.000 1.000 1.000 113.49 5.419 1 0 M5 MONTANTE5 DAE 6X6X0.375 344.7 17.64 17.64 D501P -61.288 COMBO 1-2 347.395 0.000 0.000 1.000 1.000 1.000 158.82 7.584 4 0 M6 MONTANTE6 DAE 6X6X0.375 344.7 7.56 7.56 D500P -56.047 COMBO 1-2 741.254 0.000 0.000 1.000 1.000 1.000 105.92 5.058 1 0 M7 MONTANTE7 DAE 6X6X0.375 344.7 6.79 6.79 D137P -50.862 COMBO 1-5 748.529 0.000 0.000 1.000 1.000 1.000 105.18 5.023 1 0 M8 MONTANTE8 DAE 6X6X0.375 344.7 94.20 94.20 D136P -1149.568 COMBO 1-3 1220.369 0.000 0.000 0.330 0.330 0.330 57.31 8.292 1 0 M9 MONTANTE9 DAE 6X6X0.375 344.7 13.70 13.70 D678P -81.152 COMBO 1-2 592.474 0.000 0.000 1.000 1.000 1.000 121.59 5.806 4 0 M10 MONTANTE10 DAE 6X6X0.375 344.7 14.25 14.25 D698P -55.742 COMBO 1-2 391.125 0.000 0.000 1.000 1.000 1.000 149.68 7.148 4 0 M11 MONTANTE11 DAE 6X6X0.375 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 M12 MONTANTE12 DAE 6X6X0.375 344.7 8.16 8.16 D676P -51.923 COMBO 1-2 636.100 0.000 0.000 1.000 1.000 1.000 116.85 5.580 1 0 M13 MONTANTE13 DAE 6X6X0.375 344.7 7.33 7.33 D313P -69.955 COMBO 1-2 954.789 0.000 0.000 1.000 1.000 1.000 84.79 4.049 1 0 M14 MONTANTE14 DAE 6X6X0.375 344.7 96.35 96.35 D312P -1079.082 COMBO 1-2 1119.956 0.000 0.000 1.000 1.000 1.000 68.19 3.256 1 0 M15 MONTANTE15 DAE 6X6X0.375 344.7 84.21 84.21 D311P -1068.960 COMBO 1-2 1269.329 0.000 0.000 1.000 1.000 1.000 51.55 2.462 1 0 M16 MONTANTE16 DAE 6X6X0.375 344.7 79.67 79.67 D310P -1069.645 COMBO 1-2 1342.648 0.000 0.000 1.000 1.000 1.000 42.00 2.006 1 0 M17 MONTANTE17 DAE 6X6X0.375 344.7 79.44 79.44 D128P -1062.424 COMBO 1-3 1337.340 0.000 0.000 1.000 1.000 1.000 42.75 2.041 1 0 M18 MONTANTE18 DAE 6X6X0.375 344.7 76.73 76.73 D127P -1061.361 COMBO 1-3 1383.184 0.000 0.000 1.000 1.000 1.000 35.93 1.716 1 0 M19 MONTANTE19 DAE 6X6X0.375 344.7 77.99 77.99 D145P -1083.862 COMBO 1-3 1389.726 0.000 0.000 1.000 1.000 1.000 34.87 1.665 1 0 M20 MONTANTE20 DAE 6X6X0.375 344.7 66.75 66.75 D146P -928.085 COMBO 1-3 1390.363 0.000 0.000 1.000 1.000 1.000 34.76 1.660 1 0 M21 MONTANTE21 DAE 6X6X0.375 344.7 48.53 48.53 D147P -674.691 COMBO 1-3 1390.363 0.000 0.000 1.000 1.000 1.000 34.76 1.660 1 0 M22 MONTANTE22 DAE 6X6X0.375 344.7 33.17 33.17 D148P -461.133 COMBO 1-3 1390.363 0.000 0.000 1.000 1.000 1.000 34.76 1.660 1 0 M23 MONTANTE23 DAE 5X5X0.5 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 M24 MONTANTE24 DAE 5X5X0.5 344.7 25.11 25.11 D150P -433.613 COMBO 1-3 1726.759 0.000 0.000 1.000 1.000 1.000 36.32 1.421 1 0 M25 MONTANTE25 DAE 5X5X0.5 344.7 13.85 13.85 D149P -239.209 COMBO 1-3 1726.759 0.000 0.000 1.000 1.000 1.000 36.32 1.421 1 0 M26 MONTANTE26 DAE 3X3X0.25 344.7 35.03 35.03 D355P -176.873 COMBO 1-2 504.867 0.000 0.000 1.000 1.000 1.000 42.60 1.006 1 0 M27 MONTANTE27 DAE 3X3X0.25 344.7 33.16 33.16 D152P -183.638 COMBO 1-3 553.728 0.000 0.000 1.000 1.000 1.000 23.47 0.554 1 0 M28 MONTANTE28 DAE 3X3X0.25 344.7 6.38 6.38 D334P -35.352 COMBO 1-2 553.728 0.000 0.000 1.000 1.000 1.000 23.47 0.554 1 0 D2 DIAGONAL2 SAE 5X5X0.5 344.7 81.26 81.26 D374P -184.537 COMBO 1-2 227.087 0.000 0.000 0.380 0.380 0.380 144.98 9.526 4 0 D3 DIAGONAL3 SAE 5X5X0.375 344.7 59.96 59.96 D29P -156.874 COMBO 1-3 261.617 0.000 0.000 0.500 0.500 0.500 117.76 5.922 1 0 D4 DIAGONAL4 SAE 5X5X0.375 344.7 94.41 94.41 D8P -124.754 COMBO 1-3 132.139 0.000 0.000 0.500 0.500 0.500 165.69 8.333 4 0 D5 DIAGONAL5 SAE 4X4X0.5 344.7 94.65 94.65 D30P -120.747 COMBO 1-3 127.573 0.000 0.000 0.403 0.403 0.403 171.87 8.471 4 0 D6 DIAGONAL6 SAE 4X4X0.5 344.7 60.99 60.99 D31P -113.775 COMBO 1-3 186.537 0.000 0.000 0.500 0.500 0.500 142.13 5.646 4 0 D7 DIAGONAL7 SAE 4X4X0.5 344.7 98.79 98.79 D38P -177.107 COMBO 1-3 179.275 0.000 0.000 0.330 0.330 0.330 144.98 8.727 4 0 D8 DIAGONAL8 SAE 8X8X1.125 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 D9 DIAGONAL9 SAE 4X4X0.5 344.7 98.89 98.89 D39P -149.880 COMBO 1-3 151.559 0.000 0.000 0.500 0.500 0.500 157.68 6.264 4 0 D10 DIAGONAL10 SAE 4X4X0.25 344.7 71.02 71.02 D569P -61.235 COMBO 1-5 86.221 0.000 0.000 0.210 0.210 0.210 150.37 14.459 4 0 D11 DIAGONAL11 SAE 3.5X3.5X0.25 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 D12 DIAGONAL12 SAE 3.5X3.5X0.25 344.7 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 0 0 D13 DIAGONAL13 SAE 3X3X0.25 344.7 73.55 73.55 D570P -27.332 COMBO 2-4 37.163 0.000 0.000 0.320 0.320 0.320 197.33 9.272 4 0 D14 DIAGONAL14 SAE 2.5X2.5X0.1875 344.7 40.05 40.05 D572P -15.947 COMBO 1-4 39.819 0.000 0.000 0.250 0.250 0.250 150.88 7.588 4 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28 H1 H6 H9 H11 H13 H14 H16 H18 H19 H20 H21 H22 H23 H24 H25 H26 H28 R3 R6 R9 F1 RH1
DIAGONAL15 DIAGONAL16 DIAGONAL17 DIAGONAL18 DIAGONAL19 DIAGINAL20 DIAGONAL21 DIAGONAL22 DIAGONAL23 DIAGONAL24 DIAGONAL25 DIAGONAL26 DIAGONAL27 DIAGONAL28 HORIZONTAL1 HORIZONTAL6 HORIZONTAL9 HORIZONTAL11 HORIZONTAL13 HORIZONTAL14 HORIZONTAL16 HORIZONTAL18 HORIZONTAL19 HORIZONTAL20 HORIZONTAL21 HORIZONTAL22 HORIZONTAL23 HORIZONTAL24 HORIZONTAL25 HORIZONTAL26 HORIZONTAL28 REDUNDANTE3 REDUNDANTE6 REDUNDANTE9 FICTICIO REFHOR
SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 3X3X0.25 3X3X0.25 3X3X0.25 3X3X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 3.5X3.5X0.25 2.5X2.5X0.25 2.5X2.5X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.25 2X2X0.125 2X2X0.125 2X2X0.125 2X2X0.125 3X3X0.5 2X2X0.1875 3X3X0.25 1.5X1.5X0.125 3X3X0.25
344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7
12.60 44.28 0.00 74.11 74.92 82.02 68.47 55.12 65.09 47.85 55.98 14.34 28.04 13.07 14.67 84.94 0.00 0.00 0.00 0.00 0.00 63.70 32.99 33.38 0.00 17.59 88.80 20.85 51.86 15.29 5.55 59.56 91.59 73.35 0.00 78.99
12.60 44.28 0.00 74.11 74.92 82.02 68.47 55.12 65.09 47.85 55.98 14.34 28.04 13.07 14.67 84.94 0.00 0.00 0.00 0.00 0.00 63.70 32.99 33.38 0.00 17.59 88.80 20.85 51.86 15.29 5.55 59.56 91.59 73.35 0.00 78.99
D574P D23P D217P D602P D422P D243P D245P D620P D629P D632P D277P D282P D291P D418P D116P
D191P D420P D46P D416P D259P D442P D80P D274P D481P D379P D9P D41P D813P D254P
-7.918 -9.959 0.000 -18.904 -54.142 -59.491 -49.662 -39.979 -40.294 -54.885 -38.882 -15.047 -22.267 -10.381 -11.023 -20.935 0.000 0.000 0.000 0.000 0.000 -51.064 -13.429 -13.585 0.000 -7.158 -43.442 -5.398 -13.424 -10.344 -3.757 -44.189 -7.647 -26.007 -72.059 -36.802
COMBO 2-5 COMBO 3-1 COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO
1-3 2-5 1-2 1-5 1-5 2-4 1-5 1-4 1-2 1-5 1-4 2-5 1-1
COMBO 1-2 COMBO 2-5 COMBO 2-4 COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO
2-5 1-1 2-3 2-2 1-2 2-5 2-2 1-6 2-3 2-4 1-6
62.864 22.493 0.000 25.508 72.262 72.528 72.528 72.528 61.908 114.711 69.456 104.952 79.402 79.402 75.146 24.645 0.000 0.000 0.000 0.000 0.000 80.157 40.702 40.702 0.000 40.702 48.923 25.885 25.885 67.668 67.668 74.198 8.349 35.455 0.509 46.592
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.250 0.500 0.000 0.500 1.000 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.000 1.000 1.000 0.500 0.000 0.000 0.000 0.000 0.000 1.000 0.500 0.500 0.000 0.500 1.000 1.000 1.000 1.000 1.000 0.500 0.500 0.500 0.500 1.000
0.250 0.500 0.000 0.500 1.000 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.000 1.000 1.000 0.500 0.000 0.000 0.000 0.000 0.000 1.000 0.500 0.500 0.000 0.500 1.000 1.000 1.000 1.000 1.000 0.500 0.500 0.500 0.500 1.000
0.250 0.500 0.000 0.500 1.000 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.000 1.000 1.000 0.500 0.000 0.000 0.000 0.000 0.000 1.000 0.500 0.500 0.000 0.500 1.000 1.000 1.000 1.000 1.000 0.500 0.500 0.500 0.500 1.000
Helman O. Mozo
120.08 6.039 200.74 5.048 0.00 0.000 188.51 4.740 141.51 2.128 141.25 4.248 141.25 4.248 141.25 4.248 121.00 3.043 78.76 1.981 98.96 1.981 64.39 1.289 89.23 0.893 89.23 0.893 150.33 2.650 220.28 5.494 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 105.38 1.325 132.40 2.650 132.40 2.650 0.00 0.000 132.40 2.650 138.95 1.380 136.51 1.380 136.51 1.380 69.24 0.700 69.24 0.700 192.99 5.725 292.34 5.851 202.03 6.076 843.32 12.681 176.23 2.650
4 4 0 4 4 4 4 4 4 1 1 1 1 1 4 4 0 0 0 0 0 1 4 4 0 4 4 4 4 1 1 4 4 4 4 4
Group Summary (Tension Portion): Group Label
Group Angle Desc. Type
Angle Steel Size Strength
Max Max Tension Tension Tension Net Tens. Conn. Tens. Conn. Tens. Conn. Length No. Of No. Of Hole Usage Use In Control Force Control Section Shear Bearing Rupture Tens. Bolts Holes Diameter Tens. Member Load Case Capacity Capacity Capacity Capacity Member Tens. (MPa) % % (kN) (kN) (kN) (kN) (kN) (m) (cm) --------------------------------------------------------------------------------------------------------------------------------------------------------------------M1 MONTANTE1 DAE 6X6X0.375 344.7 29.10 24.04 D687P 419.635 COMBO 2-2 1745.479 0.000 0.000 0.000 1.058 0 0.000 0 M2 MONTANTE2 DAE 6X6X0.375 344.7 11.21 1.64 D685P 28.670 COMBO 2-2 1745.479 0.000 0.000 0.000 8.629 0 0.000 0 M3 MONTANTE3 DAE 6X6X0.375 344.7 16.83 1.76 D684P 30.727 COMBO 2-2 1745.479 0.000 0.000 0.000 4.771 0 0.000 0 M4 MONTANTE4 DAE 6X6X0.375 344.7 23.78 3.61 D683P 63.069 COMBO 2-2 1745.479 0.000 0.000 0.000 5.419 0 0.000 0 M5 MONTANTE5 DAE 6X6X0.375 344.7 17.64 0.00 D682P 0.000 1745.479 0.000 0.000 0.000 7.584 0 0.000 0 M6 MONTANTE6 DAE 6X6X0.375 344.7 7.56 0.00 D681P 0.000 1745.479 0.000 0.000 0.000 5.058 0 0.000 0 M7 MONTANTE7 DAE 6X6X0.375 344.7 6.79 0.00 D680P 0.000 1745.479 0.000 0.000 0.000 5.023 0 0.000 0 M8 MONTANTE8 DAE 6X6X0.375 344.7 94.20 59.78 D679P 1043.458 COMBO 2-2 1745.479 0.000 0.000 0.000 8.292 0 0.000 0 0.000 5.806 0 0.000 0 M9 MONTANTE9 DAE 6X6X0.375 344.7 13.70 1.93 D135P 33.672 COMBO 2-3 1745.479 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28 H1 H6 H9 H11 H13 H14 H16 H18
MONTANTE10 MONTANTE11 MONTANTE12 MONTANTE13 MONTANTE14 MONTANTE15 MONTANTE16 MONTANTE17 MONTANTE18 MONTANTE19 MONTANTE20 MONTANTE21 MONTANTE22 MONTANTE23 MONTANTE24 MONTANTE25 MONTANTE26 MONTANTE27 MONTANTE28 DIAGONAL2 DIAGONAL3 DIAGONAL4 DIAGONAL5 DIAGONAL6 DIAGONAL7 DIAGONAL8 DIAGONAL9 DIAGONAL10 DIAGONAL11 DIAGONAL12 DIAGONAL13 DIAGONAL14 DIAGONAL15 DIAGONAL16 DIAGONAL17 DIAGONAL18 DIAGONAL19 DIAGINAL20 DIAGONAL21 DIAGONAL22 DIAGONAL23 DIAGONAL24 DIAGONAL25 DIAGONAL26 DIAGONAL27 DIAGONAL28 HORIZONTAL1 HORIZONTAL6 HORIZONTAL9 HORIZONTAL11 HORIZONTAL13 HORIZONTAL14 HORIZONTAL16 HORIZONTAL18
DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 5X5X0.5 5X5X0.5 5X5X0.5 3X3X0.25 3X3X0.25 3X3X0.25 5X5X0.5 5X5X0.375 5X5X0.375 4X4X0.5 4X4X0.5 4X4X0.5 8X8X1.125 4X4X0.5 4X4X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3X3X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 3X3X0.25 3X3X0.25 3X3X0.25 3X3X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 3.5X3.5X0.25 2.5X2.5X0.25 2.5X2.5X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875
344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7
14.25 0.00 8.16 7.33 96.35 84.21 79.67 79.44 76.73 77.99 66.75 48.53 33.17 0.00 25.11 13.85 35.03 33.16 6.38 81.26 59.96 94.41 94.65 60.99 98.79 0.00 98.89 71.02 0.00 0.00 73.55 40.05 12.60 44.28 0.00 74.11 74.92 82.02 68.47 55.12 65.09 47.85 55.98 14.34 28.04 13.07 14.67 84.94 0.00 0.00 0.00 0.00 0.00 63.70
1.33 0.00 1.62 2.54 55.90 55.29 55.56 55.31 55.35 56.89 48.51 35.01 23.99 0.00 22.20 12.11 28.82 29.67 5.37 16.41 18.47 13.83 14.76 13.46 21.04 0.00 17.98 27.45 0.00 0.00 9.60 8.16 4.48 4.59 0.00 10.98 19.15 19.25 16.76 13.57 25.18 30.12 27.20 7.93 15.52 7.26 3.72 5.90 0.00 0.00 0.00 0.00 0.00 26.31
D698P D676P D518P D519P D520P D702P D490P D489P D688P D689P D690P D691P D693P D692P D716P D514P D696P D401P D3P D34P D4P D5P D12P D13P D40P
D570P D572P D574P D23P D26P D609P D429P D243P D245P D619P D629P D632P D277P D282P D291P D418P D116P
D735P
23.287 0.000 28.199 44.396 975.742 964.994 969.734 965.398 966.071 993.079 846.647 611.038 418.826 0.000 422.220 230.330 166.148 171.071 30.967 156.035 133.498 99.910 110.773 101.058 157.935 0.000 134.992 106.589 0.000 0.000 27.670 14.727 8.093 8.290 0.000 19.825 55.213 55.488 48.299 39.121 45.469 54.375 38.651 11.272 22.062 10.311 12.600 14.059 0.000 0.000 0.000 0.000 0.000 47.503
COMBO 1-6 1745.479 0.000 COMBO 1-6 1745.479 COMBO 2-3 1745.479 COMBO 2-3 1745.479 COMBO 2-3 1745.479 COMBO 2-2 1745.479 COMBO 2-3 1745.479 COMBO 2-3 1745.479 COMBO 2-2 1745.479 COMBO 2-2 1745.479 COMBO 2-2 1745.479 COMBO 2-2 1745.479 0.000 COMBO 2-2 1901.610 COMBO 2-2 1901.610 COMBO 2-2 576.488 COMBO 2-3 576.488 COMBO 2-2 576.488 COMBO 2-3 950.805 COMBO 2-2 722.613 COMBO 2-2 722.613 COMBO 2-2 750.636 COMBO 2-2 750.636 COMBO 2-2 750.636 0.000 COMBO 2-2 750.636 COMBO 2-2 388.329 0.000 0.000 COMBO 1-5 288.244 COMBO 2-3 180.553 COMBO 1-4 180.553 COMBO 1-6 180.553 0.000 COMBO 2-2 180.553 COMBO 1-5 288.244 COMBO 2-3 288.244 COMBO 2-4 288.244 COMBO 2-4 288.244 COMBO 2-4 180.553 COMBO 2-4 180.553 COMBO 2-5 142.120 COMBO 2-5 142.120 COMBO 2-4 142.120 COMBO 2-5 142.120 COMBO 1-4 338.286 COMBO 1-6 238.202 0.000 0.000 0.000 0.000 0.000 COMBO 2-3 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
7.148 0.000 5.580 3.384 2.741 2.109 1.731 2.041 1.716 1.665 1.660 1.660 1.660 0.000 1.421 1.421 1.006 0.554 0.554 9.526 5.922 8.333 8.471 5.646 8.727 0.000 6.264 6.284 0.000 0.000 9.272 7.588 6.039 5.048 0.000 4.740 2.128 4.248 4.248 4.248 1.900 1.981 1.981 1.289 0.893 0.893 2.650 5.494 0.000 0.000 0.000 0.000 0.000 1.325
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Job
600 of 600
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN REFORZADA INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 141m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA H19 H20 H21 H22 H23 H24 H25 H26 H28 R3 R6 R9 F1 RH1
HORIZONTAL19 HORIZONTAL20 HORIZONTAL21 HORIZONTAL22 HORIZONTAL23 HORIZONTAL24 HORIZONTAL25 HORIZONTAL26 HORIZONTAL28 REDUNDANTE3 REDUNDANTE6 REDUNDANTE9 FICTICIO REFHOR
SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.25 2X2X0.125 2X2X0.125 2X2X0.125 2X2X0.125 3X3X0.5 2X2X0.1875 3X3X0.25 1.5X1.5X0.125 3X3X0.25
*** Weight of structure (N): Weight of Angles*Section DLF: Weight of Equipment: Total:
*** End of Report
344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7 344.7
506537.7 50371.8 556909.5
32.99 33.38 0.00 17.59 88.80 20.85 51.86 15.29 5.55 59.56 91.59 73.35 0.00 78.99
10.52 10.90 0.00 5.86 20.23 6.12 15.07 7.82 4.25 8.85 9.88 10.68 0.00 15.95
D420P D46P D416P D259P D68P D454P D274P D481P D406P D9P D27P D814P D435P
14.947 15.491 0.000 8.326 38.062 5.885 14.480 7.517 4.088 48.735 14.048 30.778 92.050 45.982
COMBO 1-4 COMBO 1-5 COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO COMBO
1-4 1-6 1-3 1-2 2-5 1-4 1-3 1-1 1-2 1-6 1-4
142.120 142.120 0.000 142.120 188.159 96.081 96.081 96.081 96.081 550.466 142.120 288.244 72.061 288.244
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 2.650 0.000 2.650 0.000 0.000 0.000 2.650 0.000 1.380 0.000 1.380 0.000 1.380 0.000 0.700 0.000 0.700 0.000 5.725 0.000 5.851 0.000 6.076 0.000 12.681 0.000 2.650
Helman O. Mozo 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0