Radio Televisión Nacional de Colombia.
MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=108.0m SECCION VARIABLE. ANCHO DE PATA = 17.950m
ESTACION BASE: CERRÓ GAVINETE. Ubicada en La Vereda Resinas.
Municipio de Guadalupe - Huila. Octubre 2013.
INFORME TECNICO. Condición Actual y Nueva, Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 96.2%, Diagonales 92.5%, Horizontales 82.3% y Tornillos 77.5%.
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INDICE PAG.
1.0 Introducción
2
2.0 Cargas muertas
4
3.0 Cargas vivas
4
4.0 Cargas de viento
4
5.0 Análisis y diseño estructurales
5
6.0 Conclusiones 7.0 Recomendaciones 8.0 Chequeo de Cimentación 9.0 Inspección Técnica Anexo A (Silueta de levantamiento – condición actual) Anexo b (Silueta de cálculo) Anexo A (Silueta de condición nueva + Refuerzo) Anexo C (Graficas de Deflexiones, Cables guía de onda y Esfuerzos)
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1.0 INTRODUCCION 1.1 OBJETO El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 108.0 metros de altura. Ubicada en la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas, Municipio de Guadalupe, Departamento del Huila. Que soporta antenas RF y MW. La torre es de sección cuadrada, montantes, diagonales y horizontales a base de ángulos de lados iguales, el ancho de la pata es de 17.95 m. Esta medida es variable hasta llegar a una altura de 14.0 m, donde es 12.0 m. Continuando en sección variable hasta los 60.0 m, donde es 3.0 m. Continuando en sección constante hasta los 108.0 m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 108.0 m 32 ANTENAS GRILLA TV (0.30x2.0m) – NIVEL 96.5 AL 106.5m – POR LAS CUATRO CARAS (8 por Cara). 32 ANTENAS GRILLA TV (0.30x2.0m) – NIVEL 81.0 AL 91.0m – POR LAS CUATRO CARAS (8 por Cara). 32 ANTENAS GRILLA TV (0.30x2.0m) – NIVEL 64.0 AL 75.0m – POR LAS CUATRO CARAS (8 por Cara). 4 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 56.0 AL 59.0m – POR MONTANTE B. 4 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 52.0 AL 54.0m – POR MONTANTE B. 4 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 31.0 AL 34.0m – POR MONTANTE B. 1 ANTENA MW Ø3.0m – NIVEL 53.0 m – A. 2 ANTENAS MW Ø3.0m – NIVEL 47.0 m – A y C. 2 ANTENAS MW Ø3.0m – NIVEL 42.5 m – A y C. 2 ANTENAS MW Ø3.0m – NIVEL 39.0 m – C y D. 1 ANTENA MW Ø0.90m – NIVEL 35.5 m – C. 1 ANTENA MW Ø2.40m – NIVEL 33.0 m – D. 1 ANTENA MW Ø3.0m – NIVEL 24.0 m – B. 1 ANTENA MW Ø1.80m – NIVEL 24.0 m – A. 1 ANTENA MW Ø1.20m – NIVEL 19.0 m – C.
CONDICION FUTURA:
2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 108.0 m – B y C. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 107.0 m – A, B, C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 106.0 m – B y C. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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PANORAMICA TC108m – ESTADO ACTUAL.
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SILUETA DE CALCULO CONDICION ACTUAL.
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SILUETA DE CALCULO CONDICION NUEVA.
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1.2 CODIGOS Y NORMAS NSR-10 AISC TIA/EIA 222-F ASCE, Report 52 ANSI/ASCE 10-90 ANDREWS, Bulletin 1015F ASTM (normas aplicables) ACI 318 última edición AWS 1.3 MATERIALES ESTRUCTURALES Perfiles estructurales de montantes: ASTM A-572 Gr. 50. Perfiles estructurales de diagonales, horizontales redundantes y laminas: ASTM A –36. Tornillos: ASTM A-394 T0. Tornillos las uniones del refuerzo ASTM A325 T1. Pernos de anclaje: SAE 1045. Soldadura: AWS. 1.4 DOCUMENTOS DE REFERENCIA Esquemas de diseño del levantamiento de la estructura de la torre. 1.5 CARGAS Las siguientes cargas serán consideradas en el análisis estructural. -Cargas muertas, CM, correspondientes a los pesos propios de la estructura, plataformas de operación, revestimientos y accesorios. -Cargas vivas, 4 personas de 80 Kg. Cada una por mantenimiento, CV. -Cargas de viento, CW.
Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F.
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1.6 SISTEMAS DE MEDIDA Longitud Coordenadas Áreas Fuerza Presión Esfuerzo Momentos Modulo Propiedades Deflexiones
m, mm m m2, cm2 Kg. kgm kPa Kg-m kPa mm mm
En caso contrario se indicara el tipo de unidad utilizado. De todas maneras las unidades empleadas para un evento determinado serán compatibles entre sí. 2.0 CARGAS MUERTAS, CM Las cargas muertas corresponderán a los pesos propios de los elementos estructurales, revestimiento, escaleras de acceso y guía de ondas, soportes de antenas y demás accesorios. El cálculo de los pesos de los elementos estructurales los realiza internamente el programa, incluyendo un factor de 1.50, de sobre peso por elementos redundantes, platinas, tornillos y galvanizado, y lo distribuye sobre los nudos correspondientes. 3.0 CARGAS VIVAS La carga viva considerada consistirá en 4 personas de 80 Kg. Cada una por mantenimiento. 4.0 CARGAS DE VIENTO Las cargas de viento se calcularan de acuerdo a la norma TIA/EIA 222 F-1996. Velocidad básica de viento, Deflexiones se calculan con Velocidad de viento,
V = 120 KPH (Zona 4) V = 60 KPH.
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5.0 ANALISIS Y DISEÑOS ESTRUCTURALES 5.1 ANALISIS ESTRUTURAL En la Fig. 1 del Anexo se presenta la silueta del análisis y diseño estructural de la torre cuadrada de 108.0 m. De altura, objeto de este documento. Se consideran siete hipótesis de carga: 1- Carga Muerta 2- Viento (120 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º. 3- Viento (120 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º. 4- Viento (120 KPH) Caga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º. 5- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º, con cargas de operación. 6- Viento (60 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º, con cargas de operación. 7- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º, con cargas de operación. Igualmente el ANEXO A se presentan los datos de entrada y los resultados del análisis estructural para los diferentes elementos que conforman la torre cuadrada, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 108.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 60 KPH, sea menor o igual a h/200.
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5.2 DISEÑOS ESTRUCTURALES Con base en el dimensionamiento y en los resultados de modelo, se evalúan las cargas máximas actuantes y admisibles en cada tramo, considerando los efectos simultáneos de Axial y de Flexión. Para una mayor precisión, se consideran también los efectos de segundo orden (P-Delta) En la fase, para el caso de cargas de diseño, se verifica que en los elementos estructurales no se sobrepasen sus capacidades admisibles de compresión y tracción establecidas por la norma. También se verifica que en las conexiones propuestas tampoco se sobrepasen sus capacidades admisibles de corte y aplastamiento establecidas por la norma. Anexos: Silueta del levantamiento. Ver salida 1 – Condición Actual. Ver salida 2 – Condición Nueva Ver salida 3 – Condición Nueva + Refuerzo, datos de entrada y salida de los resultados del análisis y los diseños.
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6.0 CONCLUSIONES: En la CONDICION ACTUAL, con las antenas relacionadas y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 100.0m, de la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas – Municipio de Guadalupe, Departamento del Huila, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T20 al T5, Diagonales T20 al T3, Horizontales T13, T11 y T10. Porcentaje máximo de utilización Diagonal (T12) 764.2% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.
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Ver Salida 1 – Condición Actual. En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 108.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 107.0m, dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 106.0m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 108.0m, de la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas, Municipio de Guadalupe – Departamento del Huila, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T20 al T5, Diagonales T20 al T3, Horizontales T13, T11 y T10. Porcentaje máximo de utilización Diagonal (T12) 805.2% > 100%. NO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.
Ver Salida 2 – Condición Nueva. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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En la CONDICION NUEVA + REFUERZO, con las antenas relacionadas (Existentes) más tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 108.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 107.0m, dos (2) antenas RF AT15250 (0.483x0.983m, en el nivel 106.0m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 108.0m, de la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas, Municipio de Guadalupe – Departamento del Huila, tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Montante (T8) 96.2% < 100%. Ok. SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.
Ver Salida 3 – Condición Nueva + Refuerzo. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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7.0 RECOMENDACIONES: -La estructura presenta elementos muy largos y sin arriostramiento, lo cual hace que se presente el refuerzo. -La torre debe ser reforzada para la Condición actual y Nueva. REFUERZO MONTANTES: -Desde el nivel 0.0m al nivel 90.0m (T20 al T4), con un (1) ángulo de L102x102x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el anclaje de la cimentación y con el montante existente (se debe soldar el montante del refuerzo a la placa base de la torre. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 24.0m al nivel 44.0m (T16 al T13), con un (1) ángulo de L76x76x6.4H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 44.0m al nivel 54.0m (T12 y T11), con un (1) ángulo de L64x64x6.4H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 54.0m al nivel 60.0m (T10 y T9), con un (1) ángulo de L64x64x4.8H A572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 60.0m al nivel 96.0m (T13 al T8), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES CON CIERRES INTERNOS: -Desde el nivel 7.0m al nivel 60.0m (T19 al T9), con ángulo de L51x51x4.8H y ángulo L64x64x4.8H, A-572 Grado 50. Por las cuatro caras de la torre. (Ver silueta de refuerzo plano No. 2/2)
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REFUERZO HORIZONTALES: -En el nivel 14.0m al nivel 54.0m (T18, T16, T14, T12 y T10), con ángulo de L64x64x6.4H y ángulo L51x51x4.8H, A-572 Grado 50. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes, diagonales y horizontales. Una vez realizado el refuerzo se puede proceder a la instalación tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 108.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 107.0m y dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 106.0m.
MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Montantes (T20 al T4) en 1L102x9.5H, Nivel 0.0 al 90.0m
6900 Kg
Refuerzo Montantes (T20 al T4) en Lámina de 9.5mm, Nivel 0.0 al 90.0m
160 Kg
Refuerzo Montantes (T20 al T4) en Lámina de 12.7mm, Nivel 0.0 al 90.0m
150 Kg
Refuerzo Diagonales (T16 al T13) en 1L76x6.4H, Nivel 24.0 al 44.0m
1550 Kg
Refuerzo Diagonales (T12 y T11) en 1L64X6.4H, Nivel 44.0 al 54.0m
560 Kg
Refuerzo Diagonales (T10 al T9) en 1L64x4.8H, Nivel 54.0 al 60.0m
260 Kg
Refuerzo Diagonales (T8 al T3) en 1L51x4.8H, Nivel 60.0 al 96.0m
1500 Kg
Refuerzo Diagonales Cierres (T18 al T9) en 1L64x4.8H, Nivel 7.0 al 60.0m
280 Kg
Refuerzo Diagonales Cierres (T18 al T9) en 1L51x4.8H, Nivel 7.0 al 60.0m Refuerzo Horizontales (T18, T16, T14, T12 y T10) en 1L64x6.4H, Nivel 14.0 al 60m Refuerzo Horizontales (T18, T16, T14, T12 y T10) en 1L51x4.8H, Nivel 14.0 al 60m Tornillos en refuerzo de Montantes, Diagonales y Horizontales
360 Kg
Peso aproximado del Refuerzo
12730 Kg
220 Kg 210 Kg 580 Kg
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RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE ELEMENTO:
C. ACTUAL
C. NUEVA
C. NUEVA+REF
MONTANTE
(T8) 203.3%
(T8) 220.1%
(T8) 96.2%
DIAGONAL
(T12) 764.2%
(T12) 805.2%
(T19) 95.2%
HORIZONTAL
(T13) 354.4%
(T13) 379.8%
(T13) 82.3%
143.8%
149.6%
77.5%
TORNILLOS
8.0 CIMENTACION: Tipo zapata, pedestal y viga de amarre. -Con las reacciones en la condición nueva + refuerzo y con un suelo de 1.5 Kg/Cm2. La Cimentación cumple para el chequeo de arrancamiento, capacidad y Volcamiento. Anexo memoria de la verificación de la cimentación. Placa base y pernos de anclaje: Ok. Cumple. Anexo memoria de la verificación placa-pernos.
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9.0 INSPECCION TECNICA. PINTURA: Un 90% se encuentra en mal estado, se recomienda raspado, lavado y aplicación de zinc en frio donde se requiera. Aplicación de base y pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Dos (2) Por el centro de la torre en un 45% de uso. LUCES DE OBSTRUCCION Y BALIZAJE: No están funcionando, rotas y desconectadas. SISTEMA DE TIERRAS: En buen estado, las bus-bar en regular estado, se recomienda su cambio junto con las respectivas terminales. TORNILLOS: ASTM A-394 T0, en un 70% en buen estado, se recomienda torque general de la tornillería. En caso de llevarse a cabo el refuerzo se debe cambiar la tornillería que resulte afectada, usando tornillos ASTM A-325 Tipo 1.
Anexos: Registro Fotográfico.
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CONDICION ACTUAL. EB. CERRO GAVINETE.
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886.8
T1
L64x64x5
3
108.0 m
CxMANTENIMIENTO 10 P3F-52 HP8-102 2 6 HP10-105 4 ANT FT FTDISH DISH TV (1(1ANT (1 0.30x2.0m 0.30x1.20m (1 ANT (1 ANT ANT ANT MW MW MW MW MW Ø0.90m (E) Ø2.40m (E) Ø3.0m Ø1.80m Ø1.20m Ø3.0m E)E)E)
108 106.5 103.5 99.5 96.5 91 88 84 81 75 71.5 67.5 64 59 56 54 53 52 47 42.5 39 35.5 34 33 31 24 19 DESIGNED APPURTENANCE LOADING
L64x64x5
860.1
TYPE
96.0 m
886.8
T3
L102x102x6
T2
L64x64x3
102.0 m
L51x51x5
T4
886.8
90.0 m
913.0
18 @ 3
N.A. N.A.
78.0 m
T6
1054.5
L64x64x6
L64x64x5
T5
84.0 m
1054.5
L102x102x10
T7
L64x64x5
72.0 m
106.5 106.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
75 71.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
106.5 103.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
71.5 71.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
103.5 103.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
71.5 67.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
103.5 99.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
67.5 67.5
2 ANT TV 0.30x2.0m (E)
99.5
2 ANT TV 0.30x2.0m (E)
67.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
99.5 99.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
64 64
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
96.5 96.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
64 64
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
96.5 96.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
59 56
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
91 91
2 ANT TV 0.30x1.20m (E) HP10-105 (1 ANT MW Ø3.0m E)
54 53
2 ANT TV 0.30x2.0m (E)
91
2 ANT TV 0.30x1.20m (E)
52
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
91 88
10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)
47 47
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
88 88
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)
42.5 42.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
88 84
HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E)
39 39
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
84 84
P3F-52 (1 ANT MW Ø0.90m E) 2 ANT TV 0.30x1.20m (E)
35.5 34
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
84 81
HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)
33 31
81
6 FT DISH (1 ANT MW Ø1.80m E)
24
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
81 81
HP10-105 (1 ANT MW Ø3.0m E) 4 FT DISH (1 ANT MW Ø1.20m E)
24 19
57.0 m
2 ANT TV 0.30x2.0m (E)
75
556.2
2 ANT TV 0.30x2.0m (E) 60.0 m
SYMBOL LIST MARK
1097.9
A
SIZE
MATERIAL STRENGTH
1265.3
A572-50
Fy
Fu
344738 kPa
448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
1336.8
1. 2. 3. 4.
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 764.2%
1626.8
7.109
1586.8
34.0 m
1686.8
9.065
29.0 m
2098.0
10.043
24.0 m
2073.4
11.022
19.0 m
MAX. CORNER REACTIONS AT BASE: DOWN: 94117 kg UPLIFT: -77650 kg SHEAR: 34454 kg
3085.2
12
14.0 m
2@7
AXIAL 33784 kg
7.0 m
SHEAR 45526 kg
MOMENT 2180163 kg-m
0.0 m
TORQUE 12939 kg-m REACTIONS - 120 kph WIND
Weight (kg)
17.95
28580.2
3976.1
14.975
MARK
L64x64x6
GRADE
39.0 m
# Panels @ (m)
Face Width (m)
SIZE
TOWER DESIGN NOTES
8@5
8.087
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
593.8
3.587 5.152
L64x64x5 N.A.
6.13
N.A. L64x64x6 N.A.
L76x76x6
L76x76x6 N.A. L76x76x6 N.A.
75 75
44.0 m
N.A.
L76x76x6 L102x102x6
L76x76x6 Inner Bracing
Horizontals
Mid Girts
Top Girts
Diagonal Grade
Leg Grade
Diagonals
ELEVATION
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
49.0 m
N.A.
L102x102x6 N.A.
T20
Legs
Section
TYPE
108 106.5
54.0 m
4.174
A
L64x64x6 N.A. L76x76x6 N.A. L76x76x6
N.A.
L102x102x6 N.A.
N.A.
L76x76x6 L102x102x6
L152x152x13
T19
N.A.
A
L64x64x5 A36 L64x64x6 L76x76x6 L76x76x5
L127x127x10 L152x152x10
T18
T17
T16
T15
T14
T13
T12
T11
A572-50
T10
T9
T8
1054.5
66.0 m
ELEVATION
CxMANTENIMIENTO 2 ANT TV 0.30x2.0m (E)
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
SALIDA 1 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x free standing tower with an overall height of 108.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 3.0000 m at the top and 17.9500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I . P. DOLMEN S.A.
2 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg A
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Leg B
Z
Face D
Leg C
W in d
45
Leg D
X
Face C
Wind 90
Face A
Face B
Wind 0
Square Tower
Tower Section Geometry Tower Section
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Tower Elevation m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
Assembly Database
Description
Section Width
Number of Sections
Section Length
m 3.0000
1
m 6.0000
3.0000
1
6.0000
3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.5870 4.1740 5.1520 6.1300 7.1090 8.0870 9.0650 10.0430 11.0220 12.0000 14.9750
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000
RISATower I . P. DOLMEN S.A.
3 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Tower Elevation
Diagonal Spacing
Bracing Type
Has Horizontals
Top Girt Offset
Bottom Girt Offset
X Brace
Has K Brace End Panels No
m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
m 3.0000
No
mm 0
mm 0
3.0000
X Brace
No
No
0
0
3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000
X Brace X Brace X Brace X Brace X Brace X Brace K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down
No No No No No No No No No No No No No No No No No No
No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L102x102x6
A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa)
Equal Angle
L102x102x6
A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa)
Equal Angle
L102x102x6
Equal Angle
L51x51x5
Equal Angle
L102x102x6
Equal Angle
L51x51x5
Equal Angle
L102x102x6
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L64x64x5
Equal Angle
L102x102x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L64x64x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000
Page
Job
4 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L127x127x10
Equal Angle
L64x64x6
Equal Angle
L127x127x10
Equal Angle
L76x76x6
Equal Angle
L152x152x10
Equal Angle
L76x76x5
Equal Angle
L152x152x10
Equal Angle
L76x76x6
Equal Angle
L152x152x10
Equal Angle
L76x76x6
Equal Angle
L152x152x10
Equal Angle
L102x102x6
Equal Angle
L152x152x10
Equal Angle
L102x102x6
Equal Angle
L152x152x13
Equal Angle
L102x102x6
Equal Angle
L152x152x13
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T11 54.0000-49.0000 T13 44.0000-39.0000 T15 34.0000-29.0000 T17 24.0000-19.0000 T19 14.0000-7.0000
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L64x64x3
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L64x64x5
Equal Angle
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Bottom Girt Size
Bottom Girt Grade
Page
Job
RISATower
5 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000 T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000
No. of Mid Girts 1
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
1
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
1
Equal Angle
L64x64x5
Equal Angle
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x6
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Solid Round Equal Angle Solid Round Solid Round
8
Equal Angle
L64x64x6
Solid Round
8
Equal Angle
L64x64x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L102x102x6
Horizontal Grade
Tower Section Geometry (cont’d) Tower Elevation m T12 49.0000-44.0000 T14
Secondary Horizontal Type
Solid Round Solid Round
Secondary Horizontal Size
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa) A36
Equal Angle
L64x64x5
Equal Angle
L76x76x6
A36 (248211 kPa) A36
Project
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 39.0000-34.0000 T20 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Secondary Horizontal Type
6 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Secondary Horizontal Size
Secondary Horizontal Grade (248211 kPa) A36 (248211 kPa)
Solid Round
Inner Bracing Type
Inner Bracing Size
Equal Angle
L76x76x6
Ing. C. Londoño M.
Inner Bracing Grade
(248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1
1
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
Page
Job
RISATower
7 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm
m 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000
m2
mm
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
0.5
No
No
0.5
1 1
No
No
0.5
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 0.5
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.33
1 1
1 0.33
1 1
1 0.5
1 1
1 1
1 1
No
No
0.33
1 1
1 0.33
1 1
1 1
1 0.5
1 1
1 1
No
No
0.33
1
1
1
1
1
1
1
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y 1
K Brace Diags X Y 0.33
K Factors1 Single Girts Diags
Horiz.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 54.0000-49.00 1 0.5 1 1 1 00 T12 No No 0.33 1 1 1 1 0.5 1 1 49.0000-44.00 1 0.33 1 1 0.5 1 0.5 00 T13 No No 0.33 1 1 1 1 1 1 1 44.0000-39.00 1 0.33 1 0.5 1 1 1 00 T14 No No 0.33 1 1 1 1 0.5 1 1 39.0000-34.00 1 0.33 1 1 0.5 1 0.25 00 T15 No No 0.33 1 1 1 0.5 1 1 1 34.0000-29.00 1 0.33 1 0.25 1 1 1 00 T16 No No 0.33 1 1 1 1 0.5 1 1 29.0000-24.00 1 0.33 1 1 0.25 1 1 00 T17 No No 0.33 1 1 1 0.5 1 1 1 24.0000-19.00 1 0.33 1 0.25 1 1 1 00 T18 No No 0.33 1 1 1 1 0.5 1 1 19.0000-14.00 1 0.33 1 1 0.25 1 1 00 T19 No No 0.25 1 1 1 0.5 1 1 1 14.0000-7.000 1 0.25 1 0.25 1 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T20 1 0.25 1 1 0.16 1 0.25 7.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) Tower Elevation m
T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Leg
9 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
10 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
8
16 A394T0
16 A394T0
8
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
2
16 A394T0
2
16 A394T0
16 A394T0
2
16 A394T0
2
12
16 A394T0
2
16 A394T0
16 A394T0
12
16 A394T0
2
Sleeve SS
16 A394T0
16
16 A394T0
Sleeve SS
16 A394T0
16
Sleeve SS
16 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
10
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
19 A394T0
10
16 A394T0
3
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
10
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
4
2
2
0
2
0
0
Project
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T19 Sleeve SS 14.0000-7.000 0 T20 Sleeve SS 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Leg Connection Type
11 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
19 A394T0
10
10
Top Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
3
3
Bottom Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
0
2
Mid Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
0
0
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
16 A394T0
0
0
Bolt Size mm 16 A394T0
No.
16 A394T0
3
0
Bolt Size mm 16 A394T0
No.
16 A394T0
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 106.0000 - 0.0000
1
1
Clear Spacing mm 32
Width or Perimeter Diameter mm mm 32
Weight kglm 0.86
D
No
Ar (CfAe)
103.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
99.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
91.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
84.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
81.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
75.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
71.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
67.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
64.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
56.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
52.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
31.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
53.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
47.0000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
42.5000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
39.0000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
35.5000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
33.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
24.0000 - 0.0000
2
2
28
28
0.80
0
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
(2 ANT MW E) 7/8 (1 ANT MW E)
Face Allow or Shield Leg C
No
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
m Ar (CfAe)
19.0000 - 0.0000
1
1
Clear Spacing mm 28
T1
Tower Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
T12
49.0000-44.0000
T13
44.0000-39.0000
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
m2 0.000 0.000 0.000 0.159 0.000 0.000 0.000 0.476 0.000 0.000 0.000 0.794 0.000 0.000 0.000 1.079 0.000 0.000 0.000 1.429 0.000 0.000 0.000 1.619 0.000 0.000 0.032 1.873 0.000 0.000 0.318 1.905 0.000 0.000 0.191 0.953 0.000 0.000 0.254 0.953 0.000 0.000 0.684 1.587 0.000 0.000 0.945 1.587 0.000
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 4.32 0.00 0.00 0.00 12.95 0.00 0.00 0.00 21.58 0.00 0.00 0.00 29.35 0.00 0.00 0.00 38.84 0.00 0.00 0.00 44.02 0.00 0.00 0.86 50.92 0.00 0.00 8.63 51.79 0.00 0.00 5.18 25.89 0.00 0.00 6.91 25.89 0.00 0.00 18.75 43.16 0.00 0.00 26.10 43.16 0.00
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm 28
Feed Line/Linear Appurtenances Section Areas Tower Section
12 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Weight kglm 0.80
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Section
Tower Elevation m
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
Page
Job
13 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 1.255 1.587 0.000 0.000 1.664 1.587 0.000 0.000 1.939 1.587 0.000 0.000 2.062 1.587 0.000 0.000 2.344 1.587 0.000 0.000 2.485 1.587 0.000 0.000 3.480 2.223 0.000 0.000 3.480 2.223
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 34.94 43.16 0.00 0.00 46.59 43.16 0.00 0.00 54.35 43.16 0.00 0.00 57.74 43.16 0.00 0.00 65.78 43.16 0.00 0.00 69.79 43.16 0.00 0.00 97.71 60.42 0.00 0.00 97.71 60.42
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
m 108.0000-102.0000 102.0000-96.0000 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
mm 0 0 0 0 0 0 4 40 45 68 126 196 272 357 425 477 504 584 706 772
mm 24 71 115 152 195 217 245 243 227 252 289 328 343 340 347 367 342 373 451 493
CPX Ice mm 0 0 0 0 0 0 4 40 45 68 126 196 272 357 425 477 504 584 706 772
CPZ Ice mm 24 71 115 152 195 217 245 243 227 252 289 328 343 340 347 367 342 373 451 493
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
14 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
10:24:50 10/23/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 108.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Fx
Fz
kg
Wind Force
kg 0.00 0.00
CAAC m2 0.0000 0.0000
kg 0.00 0.00
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m
B
From Face
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
15 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m
A
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
16 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m
B
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
59.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.0000
No Ice
0.3000
0.0800
24.00
0.0000
54.0000
No Ice
0.3000
0.0800
24.00
0.0000
52.0000
No Ice
0.3000
0.0800
24.00
RISATower
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face or Leg
17 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Description
Page
Job
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
34.0000
No Ice
0.3000
0.0800
24.00
0.0000
31.0000
No Ice
0.3000
0.0800
24.00
Dishes Description
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) P3F-52 (1 ANT MW Ø0.90m E) HP8-102 (1 ANT MW Ø2.40m E) HP10-105 (1 ANT MW Ø3.0m E) 6 FT DISH (1 ANT MW Ø1.80m E) 4 FT DISH (1 ANT MW Ø1.20m E)
Face or Leg
Dish Type
Offset Type
A
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/Shroud (HP)
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/o Radome
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
D
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
D
Paraboloid w/Shroud (HP)
From Leg
B
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 53.0000
m 3.0480
No Ice
m2 7.2966
kg 143.79
Worst
42.5000
3.0480
No Ice
7.2966
143.79
Worst
42.5000
3.0480
No Ice
7.2966
143.79
Worst
47.0000
3.0480
No Ice
7.2966
143.79
Worst
47.0000
3.0480
No Ice
7.2966
143.79
Worst
39.0000
3.0480
No Ice
7.2966
143.79
Worst
39.0000
3.0480
No Ice
7.2966
143.79
Worst
35.5000
0.9144
No Ice
0.6596
40.82
Worst
33.0000
2.4384
No Ice
4.6693
113.85
Worst
24.0000
3.0480
No Ice
7.2966
143.79
Worst
24.0000
1.8288
No Ice
2.6264
64.86
Worst
19.0000
1.2192
No Ice
1.1669
77.11
Page
Job
RISATower
18 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice GH = 1.077 Section Elevation
z
KZ
qz
AG
1.955
kPa 1.33
m2 18.337
99.0000
1.922
1.31
18.337
T3 96.0000-90.00 00
93.0000
1.888
1.29
18.337
T4 90.0000-84.00 00
87.0000
1.852
1.26
18.337
T5 84.0000-78.00 00
81.0000
1.815
1.24
18.337
T6 78.0000-72.00 00
75.0000
1.775
1.21
18.345
T7 72.0000-66.00 00
69.0000
1.734
1.18
18.345
T8 66.0000-60.00 00
63.0000
1.689
1.15
18.345
T9 60.0000-57.00 00
58.5000
1.654
1.13
10.054
T10 57.0000-54.00 00
55.5000
1.629
1.11
11.815
T11 54.0000-49.00 00
51.5000
1.595
1.09
23.669
T12 49.0000-44.00 00
46.5000
1.549
1.06
28.559
T13 44.0000-39.00 00
41.5000
1.499
1.02
33.452
T14
36.5000
1.445
0.98
38.408
m
m 105.0000
T2 102.0000-96.0 000
T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642
m2 0.000 0.000 0.000 0.159 0.000 0.000 0.000 0.476 0.000 0.000 0.000 0.794 0.000 0.000 0.000 1.079 0.000 0.000 0.000 1.429 0.000 0.000 0.000 1.619 0.000 0.000 0.032 1.873 0.000 0.000 0.318 1.905 0.000 0.000 0.191 0.953 0.000 0.000 0.254 0.953 0.000 0.000 0.684 1.587 0.000 0.000 0.945 1.587 0.000 0.000 1.255 1.587 0.000
m2 1.219
1.219
1.219
1.219
1.219
1.219
1.219
1.219
0.615
0.615
1.282
1.282
1.282
1.539
Leg %
50.38 50.38 50.38 47.27 50.38 50.38 50.38 42.09 50.38 50.38 50.38 37.93 50.38 50.38 50.38 34.84 50.38 50.38 50.38 31.68 50.38 50.38 50.38 30.18 50.38 50.38 49.72 28.40 50.38 50.38 44.53 28.19 42.28 42.28 37.39 25.56 39.72 39.72 34.13 24.60 48.23 48.23 38.36 30.20 45.79 45.79 34.23 29.22 40.81 40.81 29.16 27.11 42.24
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 39.0000-34.00 00
m
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
z
19 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T15 34.0000-29.00 00
31.5000
1.386
0.94
43.298
T16 29.0000-24.00 00
26.5000
1.319
0.90
48.188
T17 24.0000-19.00 00
21.5000
1.242
0.85
53.080
T18 19.0000-14.00 00
16.5000
1.152
0.79
57.973
T19 14.0000-7.000 0
10.5000
1.012
0.69
95.024
T20 7.0000-0.0000
3.5000
1
0.68
115.849
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861
m2 0.000 1.664 1.587 0.000 0.000 1.939 1.587 0.000 0.000 2.062 1.587 0.000 0.000 2.344 1.587 0.000 0.000 2.485 1.587 0.000 0.000 3.480 2.223 0.000 0.000 3.480 2.223
m2
Leg %
42.24 29.00 29.42 38.08 38.08 25.73 27.34 36.04 36.04 24.30 26.27 29.85 29.85 20.52 22.82 30.06 30.06 20.23 22.94 32.30 32.30 21.47 24.43 28.34 28.34 19.65 22.09
1.539
1.539
1.539
1.539
2.228
2.228
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Pressure - Service GH = 1.077 Section Elevation
z
KZ
qz
AG
m 105.0000
1.955
kPa 0.33
m2 18.337
T2 102.0000-96.0 000
99.0000
1.922
0.33
18.337
T3 96.0000-90.00 00
93.0000
1.888
0.32
18.337
T4 90.0000-84.00 00
87.0000
1.852
0.32
18.337
T5 84.0000-78.00 00
81.0000
1.815
0.31
18.337
m T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420
m2 0.000 0.000 0.000 0.159 0.000 0.000 0.000 0.476 0.000 0.000 0.000 0.794 0.000 0.000 0.000 1.079 0.000 0.000 0.000 1.429
m2 1.219
1.219
1.219
1.219
1.219
Leg %
50.38 50.38 50.38 47.27 50.38 50.38 50.38 42.09 50.38 50.38 50.38 37.93 50.38 50.38 50.38 34.84 50.38 50.38 50.38 31.68
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
m 75.0000
1.775
kPa 0.30
m2 18.345
T7 72.0000-66.00 00
69.0000
1.734
0.30
18.345
T8 66.0000-60.00 00
63.0000
1.689
0.29
18.345
T9 60.0000-57.00 00
58.5000
1.654
0.28
10.054
T10 57.0000-54.00 00
55.5000
1.629
0.28
11.815
T11 54.0000-49.00 00
51.5000
1.595
0.27
23.669
T12 49.0000-44.00 00
46.5000
1.549
0.26
28.559
T13 44.0000-39.00 00
41.5000
1.499
0.26
33.452
T14 39.0000-34.00 00
36.5000
1.445
0.25
38.408
T15 34.0000-29.00 00
31.5000
1.386
0.24
43.298
T16 29.0000-24.00 00
26.5000
1.319
0.22
48.188
T17 24.0000-19.00 00
21.5000
1.242
0.21
53.080
T18 19.0000-14.00 00
16.5000
1.152
0.20
57.973
T19 14.0000-7.000 0
10.5000
1.012
0.17
95.024
T20 7.0000-0.0000
3.5000
1
0.17
115.849
m T6 78.0000-72.00 00
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
z
20 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861
m2 0.000 0.000 0.000 1.619 0.000 0.000 0.032 1.873 0.000 0.000 0.318 1.905 0.000 0.000 0.191 0.953 0.000 0.000 0.254 0.953 0.000 0.000 0.684 1.587 0.000 0.000 0.945 1.587 0.000 0.000 1.255 1.587 0.000 0.000 1.664 1.587 0.000 0.000 1.939 1.587 0.000 0.000 2.062 1.587 0.000 0.000 2.344 1.587 0.000 0.000 2.485 1.587 0.000 0.000 3.480 2.223 0.000 0.000 3.480 2.223
m2 1.219
1.219
1.219
0.615
0.615
1.282
1.282
1.282
1.539
1.539
1.539
1.539
1.539
2.228
2.228
Leg %
50.38 50.38 50.38 30.18 50.38 50.38 49.72 28.40 50.38 50.38 44.53 28.19 42.28 42.28 37.39 25.56 39.72 39.72 34.13 24.60 48.23 48.23 38.36 30.20 45.79 45.79 34.23 29.22 40.81 40.81 29.16 27.11 42.24 42.24 29.00 29.42 38.08 38.08 25.73 27.34 36.04 36.04 24.30 26.27 29.85 29.85 20.52 22.82 30.06 30.06 20.23 22.94 32.30 32.30 21.47 24.43 28.34 28.34 19.65 22.09
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
21 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
10:24:50 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 108.0000-102. 0000
4.32
kg 886.77
T2 102.0000-96.0 000
12.95
860.10
T3 96.0000-90.00 00
21.58
886.77
T4 90.0000-84.00 00
29.35
886.77
T5 84.0000-78.00 00
38.84
913.02
T6 78.0000-72.00 00
44.02
1054.49
T7 72.0000-66.00 00
51.79
1054.49
T8 66.0000-60.00 00
60.42
1054.49
T9 60.0000-57.00 00
31.07
556.19
T10 57.0000-54.00 00
32.80
593.82
T11 54.0000-49.00 00
61.91
1097.94
T12 49.0000-44.00 00
69.26
1265.32
T13 44.0000-39.00 00
78.10
1336.82
T14 39.0000-34.00
89.75
1626.78
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132 0.191 0.132 0.132 0.132 0.21 0.132 0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154 0.094 0.094 0.131 0.141 0.095 0.095
CF
RR
3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291 3.02 3.291 3.291 3.291 2.938 3.291 3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188 3.481 3.481 3.294 3.246 3.477 3.477
0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579 0.589 0.579 0.579 0.579 0.592 0.579 0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582 0.574 0.574 0.579 0.58 0.575 0.575
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 2.420 2.420 2.420 2.512 2.420 2.420 2.420 2.698 2.420 2.420 2.420 2.885 2.420 2.420 2.420 3.056 2.420 2.420 2.420 3.267 2.420 2.420 2.420 3.383 2.420 2.420 2.439 3.540 2.420 2.420 2.605 3.560 1.455 1.455 1.567 2.026 1.549 1.549 1.697 2.114 2.658 2.658 3.055 3.589 2.800 2.800 3.347 3.724 3.142 3.142 3.868 4.063 3.642 3.642
kg 1194.66
kglm 199.11
D
1229.82
204.97
D
1259.70
209.95
D
1279.67
213.28
D
1304.10
217.35
D
1301.90
216.98
D
1304.29
217.38
D
1274.79
212.47
D
706.60
235.53
D
755.53
251.84
D
1315.75
263.15
D
1376.69
275.34
D
1480.29
296.06
D
1625.71
325.14
C
RISATower I . P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T15 34.0000-29.00 00
97.50
1586.80
T16 29.0000-24.00 00
100.90
1686.83
T17 24.0000-19.00 00
108.93
2098.02
T18 19.0000-14.00 00
112.95
2073.43
T19 14.0000-7.000 0
158.13
3085.21
T20 7.0000-0.0000
158.13
3976.14
Sum Weight:
1362.70
28580.19
22 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
10:24:50 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109 0.096 0.068 0.068 0.098 0.087
CF
RR
3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403 3.471 3.618 3.618 3.461 3.517
0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576 0.575 0.572 0.572 0.575 0.574
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM
AE m2 4.607 4.562 4.040 4.040 5.164 4.958 4.269 4.269 5.463 5.186 5.154 5.154 6.515 6.072 5.118 5.118 6.556 6.034 6.898 6.898 8.902 8.175 7.861 7.861 9.861 9.136 1393301 kg-m
Designed by
Ing. C. Londoño M.
F
w
Ctrl. Face
kg
kglm
1747.41
349.48
C
1776.86
355.37
C
1967.34
393.47
C
1863.23
372.65
C
2296.52
328.07
C
2555.29
365.04
C
29616.15
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 108.0000-102. 0000
4.32
kg 886.77
T2 102.0000-96.0 000
12.95
860.10
T3 96.0000-90.00 00
21.58
886.77
T4 90.0000-84.00 00
29.35
886.77
T5 84.0000-78.00 00
38.84
913.02
T6
44.02
1054.49
F a c e A B C D A B C D A B C D A B C D A B C D A
e
0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132 0.191 0.132 0.132 0.132 0.21 0.132
CF
RR
DF
DR
3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291 3.02 3.291 3.291 3.291 2.938 3.291
0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579 0.589 0.579 0.579 0.579 0.592 0.579
1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099 1.143 1.099 1.099 1.099 1.157 1.099
1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099 1.143 1.099 1.099 1.099 1.157 1.099
AE
F
w
Ctrl. Face
m2 2.660 2.660 2.660 2.777 2.660 2.660 2.660 3.017 2.660 2.660 2.660 3.264 2.660 2.660 2.660 3.493 2.660 2.660 2.660 3.781 2.660
kg 1320.68
kglm 220.11
D
1375.52
229.25
D
1425.29
237.55
D
1462.84
243.81
D
1509.41
251.57
D
1516.91
252.82
D
RISATower I . P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m 78.0000-72.00 00
kg
kg
T7 72.0000-66.00 00
51.79
1054.49
T8 66.0000-60.00 00
60.42
1054.49
T9 60.0000-57.00 00
31.07
556.19
T10 57.0000-54.00 00
32.80
593.82
T11 54.0000-49.00 00
61.91
1097.94
T12 49.0000-44.00 00
69.26
1265.32
T13 44.0000-39.00 00
78.10
1336.82
T14 39.0000-34.00 00
89.75
1626.78
T15 34.0000-29.00 00
97.50
1586.80
T16 29.0000-24.00 00
100.90
1686.83
T17 24.0000-19.00 00
108.93
2098.02
T18 19.0000-14.00 00
112.95
2073.43
T19 14.0000-7.000 0
158.13
3085.21
T20 7.0000-0.0000
158.13
3976.14
Sum Weight:
1362.70
28580.19
23 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
10:24:50 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154 0.094 0.094 0.131 0.141 0.095 0.095 0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109 0.096 0.068 0.068 0.098 0.087
CF
RR
DF
DR
3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188 3.481 3.481 3.294 3.246 3.477 3.477 3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403 3.471 3.618 3.618 3.461 3.517
0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582 0.574 0.574 0.579 0.58 0.575 0.575 0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576 0.575 0.572 0.572 0.575 0.574
1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082 1.072 1.051 1.051 1.073 1.065
1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082 1.072 1.051 1.051 1.073 1.065 OTM
AE m2 2.660 2.660 3.942 2.660 2.660 2.683 4.162 2.660 2.660 2.896 4.190 1.613 1.613 1.759 2.390 1.702 1.702 1.891 2.450 2.882 2.882 3.379 4.072 3.006 3.006 3.676 4.153 3.363 3.363 4.250 4.494 3.901 3.901 5.084 5.028 4.323 4.323 5.699 5.442 4.553 4.553 6.001 5.658 5.530 5.530 7.205 6.651 5.457 5.457 7.201 6.557 7.273 7.273 9.631 8.763 8.261 8.261 10.585 9.733 1578763
Designed by
Ing. C. Londoño M.
F
w
kg
kglm
1533.24
255.54
D
1500.21
250.04
D
833.53
277.84
D
875.52
291.84
D
1492.76
298.55
D
1535.31
307.06
D
1637.24
327.45
D
1794.15
358.83
C
1928.38
385.68
C
1951.96
390.39
C
2175.79
435.16
C
2046.51
409.30
C
2484.62
354.95
C
2742.89
391.84
C
33142.74
Ctrl. Face
RISATower I . P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
24 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
10:24:50 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e
e
CF
RR
DF
DR
AE
F
w
m2 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 108.0000-102. 0000
4.32
kg 886.77
T2 102.0000-96.0 000
12.95
860.10
T3 96.0000-90.00 00
21.58
886.77
T4 90.0000-84.00 00
29.35
886.77
T5 84.0000-78.00 00
38.84
913.02
T6 78.0000-72.00 00
44.02
1054.49
T7 72.0000-66.00 00
51.79
1054.49
T8 66.0000-60.00 00
60.42
1054.49
T9 60.0000-57.00 00
31.07
556.19
T10 57.0000-54.00 00
32.80
593.82
T11 54.0000-49.00 00
61.91
1097.94
T12 49.0000-44.00 00
69.26
1265.32
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132 0.191 0.132 0.132 0.132 0.21 0.132 0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154
CF
RR
3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291 3.02 3.291 3.291 3.291 2.938 3.291 3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188
0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579 0.589 0.579 0.579 0.579 0.592 0.579 0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 2.420 2.420 2.420 2.512 2.420 2.420 2.420 2.698 2.420 2.420 2.420 2.885 2.420 2.420 2.420 3.056 2.420 2.420 2.420 3.267 2.420 2.420 2.420 3.383 2.420 2.420 2.439 3.540 2.420 2.420 2.605 3.560 1.455 1.455 1.567 2.026 1.549 1.549 1.697 2.114 2.658 2.658 3.055 3.589 2.800 2.800 3.347 3.724
kg 298.67
kglm 49.78
D
307.46
51.24
D
314.92
52.49
D
319.92
53.32
D
326.03
54.34
D
325.48
54.25
D
326.07
54.35
D
318.70
53.12
D
176.65
58.88
D
188.88
62.96
D
328.94
65.79
D
344.17
68.83
D
Project
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Self Weight
kg 78.10
kg 1336.82
T14 39.0000-34.00 00
89.75
1626.78
T15 34.0000-29.00 00
97.50
1586.80
T16 29.0000-24.00 00
100.90
1686.83
T17 24.0000-19.00 00
108.93
2098.02
T18 19.0000-14.00 00
112.95
2073.43
T19 14.0000-7.000 0
158.13
3085.21
T20 7.0000-0.0000
158.13
3976.14
Sum Weight:
1362.70
28580.19
T13 44.0000-39.00 00
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Add Weight
25 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.094 0.094 0.131 0.141 0.095 0.095 0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109 0.096 0.068 0.068 0.098 0.087
CF
RR
3.481 3.481 3.294 3.246 3.477 3.477 3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403 3.471 3.618 3.618 3.461 3.517
0.574 0.574 0.579 0.58 0.575 0.575 0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576 0.575 0.572 0.572 0.575 0.574
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 3.142 3.142 3.868 4.063 3.642 3.642 4.607 4.562 4.040 4.040 5.164 4.958 4.269 4.269 5.463 5.186 5.154 5.154 6.515 6.072 5.118 5.118 6.556 6.034 6.898 6.898 8.902 8.175 7.861 7.861 9.861 9.136 348325 kg-m
kg 370.07
kglm 74.01
D
406.43
81.29
C
436.85
87.37
C
444.22
88.84
C
491.83
98.37
C
465.81
93.16
C
574.13
82.02
C
638.82
91.26
C
7404.04
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 108.0000-102. 0000
4.32
kg 886.77
T2 102.0000-96.0 000
12.95
860.10
T3 96.0000-90.00 00
21.58
886.77
T4 90.0000-84.00 00
29.35
886.77
F a c e A B C D A B C D A B C D A B C
e
0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132
CF
RR
DF
DR
3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291
0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579
1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099
1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099
AE
F
w
Ctrl. Face
m2 2.660 2.660 2.660 2.777 2.660 2.660 2.660 3.017 2.660 2.660 2.660 3.264 2.660 2.660 2.660
kg 330.17
kglm 55.03
D
343.88
57.31
D
356.32
59.39
D
365.71
60.95
D
RISATower I . P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T5 84.0000-78.00 00
38.84
913.02
T6 78.0000-72.00 00
44.02
1054.49
T7 72.0000-66.00 00
51.79
1054.49
T8 66.0000-60.00 00
60.42
1054.49
T9 60.0000-57.00 00
31.07
556.19
T10 57.0000-54.00 00
32.80
593.82
T11 54.0000-49.00 00
61.91
1097.94
T12 49.0000-44.00 00
69.26
1265.32
T13 44.0000-39.00 00
78.10
1336.82
T14 39.0000-34.00 00
89.75
1626.78
T15 34.0000-29.00 00
97.50
1586.80
T16 29.0000-24.00 00
100.90
1686.83
T17 24.0000-19.00 00
108.93
2098.02
T18 19.0000-14.00 00
112.95
2073.43
T19 14.0000-7.000 0
158.13
3085.21
26 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
10:24:50 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.191 0.132 0.132 0.132 0.21 0.132 0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154 0.094 0.094 0.131 0.141 0.095 0.095 0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109
CF
RR
DF
DR
3.02 3.291 3.291 3.291 2.938 3.291 3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188 3.481 3.481 3.294 3.246 3.477 3.477 3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403
0.589 0.579 0.579 0.579 0.592 0.579 0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582 0.574 0.574 0.579 0.58 0.575 0.575 0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576
1.143 1.099 1.099 1.099 1.157 1.099 1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082
1.143 1.099 1.099 1.099 1.157 1.099 1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082
AE
F
w
m2 3.493 2.660 2.660 2.660 3.781 2.660 2.660 2.660 3.942 2.660 2.660 2.683 4.162 2.660 2.660 2.896 4.190 1.613 1.613 1.759 2.390 1.702 1.702 1.891 2.450 2.882 2.882 3.379 4.072 3.006 3.006 3.676 4.153 3.363 3.363 4.250 4.494 3.901 3.901 5.084 5.028 4.323 4.323 5.699 5.442 4.553 4.553 6.001 5.658 5.530 5.530 7.205 6.651 5.457 5.457 7.201 6.557 7.273 7.273 9.631
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
377.35
62.89
D
379.23
63.20
D
383.31
63.88
D
375.05
62.51
D
208.38
69.46
D
218.88
72.96
D
373.19
74.64
D
383.83
76.77
D
409.31
81.86
D
448.54
89.71
C
482.09
96.42
C
487.99
97.60
C
543.95
108.79
C
511.63
102.33
C
621.15
88.74
C
Page
Job
RISATower
27 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T20 7.0000-0.0000
158.13
3976.14
Sum Weight:
1362.70
28580.19
F a c e D A B C D
e
0.096 0.068 0.068 0.098 0.087
CF
RR
DF
DR
3.471 3.618 3.618 3.461 3.517
0.575 0.572 0.572 0.575 0.574
1.072 1.051 1.051 1.073 1.065
1.072 1.051 1.051 1.073 1.065 OTM
Ing. C. Londoño M.
AE
F
w
m2 8.763 8.261 8.261 10.585 9.733 394691 kg-m
kg
kglm
685.72
97.96
Ctrl. Face
C
8285.68
Mast Vectors - No Ice Section No. T1
Section Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
T12
49.0000-44.0000
T13
44.0000-39.0000
T14
39.0000-34.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
F
Wind Normal
kg 1194.66
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
1320.68 1194.66 1229.82 1375.52 1229.82 1259.70 1425.29 1259.70 1279.67 1462.84 1279.67 1304.10 1509.41 1304.10 1301.90 1516.91 1301.90 1304.29 1533.24 1304.29 1274.79 1500.21 1274.79 706.60 833.53 706.60 755.53 875.52 755.53 1315.75 1492.76 1315.75 1376.69 1535.31 1376.69 1480.29 1637.24 1480.29 1625.71 1794.15 1625.71
Vx
Vz
kg
OTMx
OTMz kg-m
0.00
kg -1194.66
kg-m -125433
933.86 1194.66 0.00 972.64 1229.82 0.00 1007.83 1259.70 0.00 1034.38 1279.67 0.00 1067.31 1304.10 0.00 1072.61 1301.90 0.00 1084.16 1304.29 0.00 1060.81 1274.79 0.00 589.39 706.60 0.00 619.09 755.53 0.00 1055.54 1315.75 0.00 1085.63 1376.69 0.00 1157.70 1480.29 0.00 1268.66 1625.71
-933.86 0.00 -1229.82 -972.64 0.00 -1259.70 -1007.83 0.00 -1279.67 -1034.38 0.00 -1304.10 -1067.31 0.00 -1301.90 -1072.61 0.00 -1304.29 -1084.16 0.00 -1274.79 -1060.81 0.00 -706.60 -589.39 0.00 -755.53 -619.09 0.00 -1315.75 -1055.54 0.00 -1376.69 -1085.63 0.00 -1480.29 -1157.70 0.00 -1625.71 -1268.66 0.00
-98049 7 -121733 -96272 20 -117119 -93696 33 -111286 -89947 44 -105574 -86393 59 -97576 -80379 67 -89919 -74730 77 -80233 -66753 79 -41293 -34436 43 -41881 -34309 51 -67660 -54259 101 -63893 -50359 122 -61288 -47901 144 -59174 -46141 165
Torque kg-m 0
0
-98055 -125439 0 -96291 -121752 0 -93728 -117152 0 -89991 -111331 0 -86452 -105632 0 -80446 -97643 -1 -74808 -89998 -13 -66844 -80325 -9 -34488 -41345 -14 -34373 -41946 -44 -54405 -67805 -74 -50556 -64090 -117 -48161 -61549 -178 -46484 -59516
23 29 0 69 87 0 116 145 0 157 195 0 208 254 0 233 283 5 270 320 52 300 309 32 161 161 51 198 190 165 437 380 270 569 451 402 711 507 580 884 553
Project
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T15
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section Elevation m 34.0000-29.0000
28 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
F
Vx
kg 1747.41 1928.38 1747.41 1776.86 1951.96 1776.86 1967.34 2175.79 1967.34 1863.23 2046.51 1863.23 2296.52 2484.62 2296.52 2555.29 2742.89 2555.29
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
Vz
kg 0.00 1363.57 1747.41 0.00 1380.25 1776.86 0.00 1538.51 1967.34 0.00 1447.10 1863.23 0.00 1756.89 2296.52 0.00 1939.51 2555.29
kg -1747.41 -1363.57 0.00 -1776.86 -1380.25 0.00 -1967.34 -1538.51 0.00 -1863.23 -1447.10 0.00 -2296.52 -1756.89 0.00 -2555.29 -1939.51 0.00
Ing. C. Londoño M.
OTMx
OTMz
Torque
kg-m -54858 -42767 186 -46880 -36370 207 -42070 -32850 228 -30494 -23628 249 -23705 -18039 408 -8445 -6290 498
kg-m
kg-m
-234 -43187 -55278 -277 -36853 -47364 -347 -33425 -42645 -403 -24280 -31146 -660 -19108 -24774 -806 -7594 -9749
742 1052 606 847 1165 652 992 1301 672 1089 1386 696 1622 2034 1036 1974 2455 1261
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 23435.45 29616.15
Vz kg -29616.15 -23435.45 0.00
OTMx
OTMz
Torque
kg-m -1390515 -1113568 2787
kg-m
kg-m
-3177 -1119531 -1396479
8824 13729 8787
Mast Vectors - Service Section No. T1
Section Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
F
Vx
Vz
OTMx
OTMz
kg 298.67
kg
Wind Normal
kg -298.67
kg-m -31353
kg-m
0.00
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
330.17 298.67 307.46 343.88 307.46 314.92 356.32 314.92 319.92 365.71 319.92 326.03 377.35 326.03 325.48 379.23 325.48
233.47 298.67 0.00 243.16 307.46 0.00 251.96 314.92 0.00 258.60 319.92 0.00 266.83 326.03 0.00 268.15 325.48
-233.47 0.00 -307.46 -243.16 0.00 -314.92 -251.96 0.00 -319.92 -258.60 0.00 -326.03 -266.83 0.00 -325.48 -268.15 0.00
-24507 7 -30418 -24053 20 -29255 -23399 33 -27788 -22453 44 -26349 -21554 59 -24344 -20045 67
Torque kg-m 0
0
-24514 -31360 0 -24073 -30438 0 -23432 -29288 0 -22498 -27833 0 -21613 -26408 0 -20112 -24411
6 7 0 17 22 0 29 36 0 39 49 0 52 64 0 58 71
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No. T7
Section Elevation m 72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
T12
49.0000-44.0000
T13
44.0000-39.0000
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
0 45 90
Designed by
Ing. C. Londoño M.
Vx
Vz
OTMx
OTMz
Torque
kg 326.07 383.31 326.07 318.70 375.05 318.70 176.65 208.38 176.65 188.88 218.88 188.88 328.94 373.19 328.94 344.17 383.83 344.17 370.07 409.31 370.07 406.43 448.54 406.43 436.85 482.09 436.85 444.22 487.99 444.22 491.83 543.95 491.83 465.81 511.63 465.81 574.13 621.15 574.13 638.82 685.72 638.82
kg
kg -326.07 -271.04 0.00 -318.70 -265.20 0.00 -176.65 -147.35 0.00 -188.88 -154.77 0.00 -328.94 -263.89 0.00 -344.17 -271.41 0.00 -370.07 -289.43 0.00 -406.43 -317.16 0.00 -436.85 -340.89 0.00 -444.22 -345.06 0.00 -491.83 -384.63 0.00 -465.81 -361.78 0.00 -574.13 -439.22 0.00 -638.82 -484.88 0.00
kg-m -22422 -18625 77 -19999 -16629 79 -10291 -8577 43 -10432 -8539 51 -16839 -13489 101 -15882 -12498 122 -15214 -11868 144 -14670 -11412 165 -13575 -10552 186 -11565 -8937 207 -10346 -8042 228 -7437 -5720 249 -5620 -4203 408 -1738 -1199 498
kg-m
kg-m
0.00 271.04 326.07 0.00 265.20 318.70 0.00 147.35 176.65 0.00 154.77 188.88 0.00 263.89 328.94 0.00 271.41 344.17 0.00 289.43 370.07 0.00 317.16 406.43 0.00 340.89 436.85 0.00 345.06 444.22 0.00 384.63 491.83 0.00 361.78 465.81 0.00 439.22 574.13 0.00 484.88 638.82
Vx
Vz
OTMx
OTMz
Torque
kg
kg -7404.04 -5858.86 0.00
kg-m -345539 -276302 2787
kg-m
kg-m
0.00 5858.86 7404.04
10:24:50 10/23/13
F
Mast Totals - Service Wind Azimuth °
29 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
-3177 -282266 -351502
2206 3432 2197
-1 -18703 -22500 -13 -16721 -20091 -9 -8628 -10343 -14 -8603 -10497 -44 -13635 -16985 -74 -12695 -16078 -117 -12128 -15475 -178 -11754 -15012 -234 -10972 -13995 -277 -9421 -12048 -347 -8617 -10922 -403 -6372 -8089 -660 -5272 -6689 -806 -2503 -3042
1 68 80 13 75 77 8 40 40 13 49 48 41 109 95 68 142 113 101 178 127 145 221 138 185 263 152 212 291 163 248 325 168 272 346 174 406 508 259 493 614 315
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Discrete Appurtenance Pressures - No Ice Description
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m
Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 Sum Weight:
30 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 2064.00
Offsetx
Offsetz
m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612
m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612
z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000
Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379
qz kPa 1.34 1.34 1.34 1.34 1.33 1.33 1.33 1.33 1.31 1.31 1.31 1.31 1.30 1.30 1.30 1.30 1.28 1.28 1.28 1.28 1.27 1.27 1.27 1.27 1.25 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.21 1.21 1.21 1.21 1.19 1.19 1.19 1.19 1.17 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.13 1.11 1.10 1.09 0.97 0.94
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
GH = 1.077
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800
Page
Job
RISATower
31 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.87 70.53
Vz
kg 14.69 10.39 0.00
OTMx
kg 0.00 49.87 70.53
OTMz
kg-m -14.69 -10.39 0.00
Torque
kg-m -1565 -1107 0
kg-m 84 -5228 -7428
-31 -22 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 70.53 49.87 0.00
Vz
kg 0.00 10.39 14.69
OTMx
kg 0.00 10.39 14.69
OTMz
kg-m -70.53 -49.87 0.00
Torque
kg-m -7596 -5396 -84
kg-m 0 -1107 -1565
0 -22 -31
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.87 70.53
Vz
kg 14.69 10.39 0.00
OTMx
kg 0.00 49.87 70.53
OTMz
kg-m -14.69 -10.39 0.00
Torque
kg-m -1565 -1107 0
kg-m -84 -5396 -7596
31 22 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 70.53 49.87 0.00
Vz
kg 0.00 10.39 14.69
OTMx
kg 0.00 10.39 14.69
OTMz
kg-m -70.53 -49.87 0.00
Torque
kg-m -7428 -5228 84
kg-m 0 -1107 -1565
0 22 31
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.47 69.96
Vz
kg 14.57 10.31 0.00
OTMx
kg 0.00 49.47 69.96
OTMz
kg-m -14.57 -10.31 0.00
Torque
kg-m -1508 -1067 0
kg-m 84 -5036 -7157
-31 -22 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 69.96 49.47 0.00
Vz
kg 0.00 10.31 14.57
OTMx
kg 0.00 10.31 14.57
OTMz
kg-m -69.96 -49.47 0.00
Torque
kg-m -7325 -5204 -84
kg-m 0 -1067 -1508
0 -22 -31
Page
Job
RISATower
32 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.47 69.96
Vz
kg 14.57 10.31 0.00
OTMx
kg 0.00 49.47 69.96
OTMz
kg-m -14.57 -10.31 0.00
Torque
kg-m -1508 -1067 0
kg-m -84 -5204 -7325
31 22 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 69.96 49.47 0.00
Vz
kg 0.00 10.31 14.57
OTMx
kg 0.00 10.31 14.57
OTMz
kg-m -69.96 -49.47 0.00
Torque
kg-m -7157 -5036 84
kg-m 0 -1067 -1508
0 22 31
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.91 69.17
Vz
kg 14.41 10.19 0.00
OTMx
kg 0.00 48.91 69.17
OTMz
kg-m -14.41 -10.19 0.00
Torque
kg-m -1434 -1014 0
kg-m 84 -4783 -6799
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 69.17 48.91 0.00
Vz
kg 0.00 10.19 14.41
OTMx
kg 0.00 10.19 14.41
OTMz
kg-m -69.17 -48.91 0.00
Torque
kg-m -6967 -4951 -84
kg-m 0 -1014 -1434
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.91 69.17
Vz
kg 14.41 10.19 0.00
OTMx
kg 0.00 48.91 69.17
OTMz
kg-m -14.41 -10.19 0.00
Torque
kg-m -1434 -1014 0
kg-m -84 -4951 -6967
30 21 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 69.17 48.91 0.00
Vz
kg 0.00 10.19 14.41
OTMx
kg 0.00 10.19 14.41
OTMz
kg-m -69.17 -48.91 0.00
Torque
kg-m -6799 -4783 84
kg-m 0 -1014 -1434
0 21 30
Page
Job
RISATower
33 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.49 68.57
Vz
kg 14.29 10.10 0.00
OTMx
kg 0.00 48.49 68.57
OTMz
kg-m -14.29 -10.10 0.00
Torque
kg-m -1379 -975 0
kg-m 84 -4595 -6533
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 68.57 48.49 0.00
Vz
kg 0.00 10.10 14.29
OTMx
kg 0.00 10.10 14.29
OTMz
kg-m -68.57 -48.49 0.00
Torque
kg-m -6701 -4763 -84
kg-m 0 -975 -1379
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.49 68.57
Vz
kg 14.29 10.10 0.00
OTMx
kg 0.00 48.49 68.57
OTMz
kg-m -14.29 -10.10 0.00
Torque
kg-m -1379 -975 0
kg-m -84 -4763 -6701
30 21 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 68.57 48.49 0.00
Vz
kg 0.00 10.10 14.29
OTMx
kg 0.00 10.10 14.29
OTMz
kg-m -68.57 -48.49 0.00
Torque
kg-m -6533 -4595 84
kg-m 0 -975 -1379
0 21 30
2 ANT TV 0.30x2.0m - Elevation 91 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.68 67.43
Vz
kg 14.05 9.93 0.00
OTMx
kg 0.00 47.68 67.43
OTMz
kg-m -14.05 -9.93 0.00
Torque
kg-m -1278 -904 0
kg-m 84 -4255 -6052
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 67.43 47.68 0.00
Vz
kg 0.00 9.93 14.05
OTMx
kg 0.00 9.93 14.05
OTMz
kg-m -67.43 -47.68 0.00
Torque
kg-m -6220 -4423 -84
kg-m 0 -904 -1278
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 0.00
Vz
kg 14.05
OTMx
kg 0.00
OTMz
kg-m -14.05
Torque
kg-m -1278
kg-m -84
30
Page
Job
RISATower
34 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 47.68 67.43
Vz
kg 9.93 0.00
OTMx
kg 47.68 67.43
OTMz
kg-m -9.93 0.00
Torque
kg-m -904 0
kg-m -4423 -6220
21 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face D
Fs
kg
0 45 90
Vx
kg 67.43 47.68 0.00
Vz
kg 0.00 9.93 14.05
OTMx
kg 0.00 9.93 14.05
OTMz
kg-m -67.43 -47.68 0.00
Torque
kg-m -6052 -4255 84
kg-m 0 -904 -1278
0 21 30
2 ANT TV 0.30x2.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.23 66.79
Vz
kg 13.91 9.84 0.00
OTMx
kg 0.00 47.23 66.79
OTMz
kg-m -13.91 -9.84 0.00
Torque
kg-m -1224 -866 0
kg-m 84 -4072 -5793
-29 -21 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 66.79 47.23 0.00
Vz
kg 0.00 9.84 13.91
OTMx
kg 0.00 9.84 13.91
OTMz
kg-m -66.79 -47.23 0.00
Torque
kg-m -5961 -4240 -84
kg-m 0 -866 -1224
0 -21 -29
2 ANT TV 0.30x2.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.23 66.79
Vz
kg 13.91 9.84 0.00
OTMx
kg 0.00 47.23 66.79
OTMz
kg-m -13.91 -9.84 0.00
Torque
kg-m -1224 -866 0
kg-m -84 -4240 -5961
29 21 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 66.79 47.23 0.00
Vz
kg 0.00 9.84 13.91
OTMx
kg 0.00 9.84 13.91
OTMz
kg-m -66.79 -47.23 0.00
Torque
kg-m -5793 -4072 84
kg-m 0 -866 -1224
0 21 29
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 46.60
Vz
kg 13.73 9.71
OTMx
kg 0.00 46.60
OTMz
kg-m -13.73 -9.71
Torque
kg-m -1153 -816
kg-m 84 -3831
-29 -20
Page
Job
RISATower
35 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 65.91
Vz
kg 0.00
OTMx
kg 65.91
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -5452
0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face B
Fs
kg
0 45 90
Vx
kg 65.91 46.60 0.00
Vz
kg 0.00 9.71 13.73
OTMx
kg 0.00 9.71 13.73
OTMz
kg-m -65.91 -46.60 0.00
Torque
kg-m -5620 -3999 -84
kg-m 0 -816 -1153
0 -20 -29
2 ANT TV 0.30x2.0m - Elevation 84 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 46.60 65.91
Vz
kg 13.73 9.71 0.00
OTMx
kg 0.00 46.60 65.91
OTMz
kg-m -13.73 -9.71 0.00
Torque
kg-m -1153 -816 0
kg-m -84 -3999 -5620
29 20 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 65.91 46.60 0.00
Vz
kg 0.00 9.71 13.73
OTMx
kg 0.00 9.71 13.73
OTMz
kg-m -65.91 -46.60 0.00
Torque
kg-m -5452 -3831 84
kg-m 0 -816 -1153
0 20 29
2 ANT TV 0.30x2.0m - Elevation 81 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 46.12 65.23
Vz
kg 13.59 9.61 0.00
OTMx
kg 0.00 46.12 65.23
OTMz
kg-m -13.59 -9.61 0.00
Torque
kg-m -1101 -778 0
kg-m 84 -3652 -5199
-29 -20 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 65.23 46.12 0.00
Vz
kg 0.00 9.61 13.59
OTMx
kg 0.00 9.61 13.59
OTMz
kg-m -65.23 -46.12 0.00
Torque
kg-m -5367 -3820 -84
kg-m 0 -778 -1101
0 -20 -29
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 46.12
Vz
kg 13.59 9.61
OTMx
kg 0.00 46.12
OTMz
kg-m -13.59 -9.61
Torque
kg-m -1101 -778
kg-m -84 -3820
29 20
Page
Job
RISATower
36 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 65.23
Vz
kg 0.00
OTMx
kg 65.23
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -5367
0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face D
Fs
kg
0 45 90
Vx
kg 65.23 46.12 0.00
Vz
kg 0.00 9.61 13.59
OTMx
kg 0.00 9.61 13.59
OTMz
kg-m -65.23 -46.12 0.00
Torque
kg-m -5199 -3652 84
kg-m 0 -778 -1101
0 20 29
2 ANT TV 0.30x2.0m - Elevation 75 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 45.12 63.81
Vz
kg 13.29 9.40 0.00
OTMx
kg 0.00 45.12 63.81
OTMz
kg-m -13.29 -9.40 0.00
Torque
kg-m -997 -705 0
kg-m 84 -3300 -4702
-28 -20 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 63.81 45.12 0.00
Vz
kg 0.00 9.40 13.29
OTMx
kg 0.00 9.40 13.29
OTMz
kg-m -63.81 -45.12 0.00
Torque
kg-m -4870 -3468 -84
kg-m 0 -705 -997
0 -20 -28
2 ANT TV 0.30x2.0m - Elevation 75 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 45.12 63.81
Vz
kg 13.29 9.40 0.00
OTMx
kg 0.00 45.12 63.81
OTMz
kg-m -13.29 -9.40 0.00
Torque
kg-m -997 -705 0
kg-m -84 -3468 -4870
28 20 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 63.81 45.12 0.00
Vz
kg 0.00 9.40 13.29
OTMx
kg 0.00 9.40 13.29
OTMz
kg-m -63.81 -45.12 0.00
Torque
kg-m -4702 -3300 84
kg-m 0 -705 -997
0 20 28
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 44.51
Vz
kg 13.11 9.27
OTMx
kg 0.00 44.51
OTMz
kg-m -13.11 -9.27
Torque
kg-m -938 -663
kg-m 84 -3098
-28 -19
Page
Job
RISATower
37 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 62.94
Vz
kg 0.00
OTMx
kg 62.94
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -4416
0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B
Fs
kg
0 45 90
Vx
kg 62.94 44.51 0.00
Vz
kg 0.00 9.27 13.11
OTMx
kg 0.00 9.27 13.11
OTMz
kg-m -62.94 -44.51 0.00
Torque
kg-m -4584 -3266 -84
kg-m 0 -663 -938
0 -19 -28
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 44.51 62.94
Vz
kg 13.11 9.27 0.00
OTMx
kg 0.00 44.51 62.94
OTMz
kg-m -13.11 -9.27 0.00
Torque
kg-m -938 -663 0
kg-m -84 -3266 -4584
28 19 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 62.94 44.51 0.00
Vz
kg 0.00 9.27 13.11
OTMx
kg 0.00 9.27 13.11
OTMz
kg-m -62.94 -44.51 0.00
Torque
kg-m -4416 -3098 84
kg-m 0 -663 -938
0 19 28
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.78 61.92
Vz
kg 12.90 9.12 0.00
OTMx
kg 0.00 43.78 61.92
OTMz
kg-m -12.90 -9.12 0.00
Torque
kg-m -871 -616 0
kg-m 84 -2871 -4095
-27 -19 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 61.92 43.78 0.00
Vz
kg 0.00 9.12 12.90
OTMx
kg 0.00 9.12 12.90
OTMz
kg-m -61.92 -43.78 0.00
Torque
kg-m -4263 -3039 -84
kg-m 0 -616 -871
0 -19 -27
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 43.78
Vz
kg 12.90 9.12
OTMx
kg 0.00 43.78
OTMz
kg-m -12.90 -9.12
Torque
kg-m -871 -616
kg-m -84 -3039
27 19
Page
Job
RISATower
38 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 61.92
Vz
kg 0.00
OTMx
kg 61.92
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -4263
0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D
Fs
kg
0 45 90
Vx
kg 61.92 43.78 0.00
Vz
kg 0.00 9.12 12.90
OTMx
kg 0.00 9.12 12.90
OTMz
kg-m -61.92 -43.78 0.00
Torque
kg-m -4095 -2871 84
kg-m 0 -616 -871
0 19 27
2 ANT TV 0.30x2.0m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.12 60.98
Vz
kg 12.70 8.98 0.00
OTMx
kg 0.00 43.12 60.98
OTMz
kg-m -12.70 -8.98 0.00
Torque
kg-m -813 -575 0
kg-m 84 -2676 -3819
-27 -19 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 60.98 43.12 0.00
Vz
kg 0.00 8.98 12.70
OTMx
kg 0.00 8.98 12.70
OTMz
kg-m -60.98 -43.12 0.00
Torque
kg-m -3987 -2844 -84
kg-m 0 -575 -813
0 -19 -27
2 ANT TV 0.30x2.0m - Elevation 64 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.12 60.98
Vz
kg 12.70 8.98 0.00
OTMx
kg 0.00 43.12 60.98
OTMz
kg-m -12.70 -8.98 0.00
Torque
kg-m -813 -575 0
kg-m -84 -2844 -3987
27 19 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 60.98 43.12 0.00
Vz
kg 0.00 8.98 12.70
OTMx
kg 0.00 8.98 12.70
OTMz
kg-m -60.98 -43.12 0.00
Torque
kg-m -3819 -2676 84
kg-m 0 -575 -813
0 19 27
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 26.33 37.24
Vz
kg 7.02 0.00
OTMx
kg 13.65 26.33
OTMz
kg-m -23.58 -26.33
Torque
kg-m -1440 -1602
kg-m -854 -1602
20 0
Page
Job
RISATower
39 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 26.33
Vz
kg 7.02
OTMx
kg 23.58
OTMz
kg-m -13.65
Torque
kg-m -854
kg-m -1440
-20
2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B
Fs
kg
0 45 90
Vx
kg 25.94 36.69 25.94
Vz
kg 6.92 0.00 6.92
OTMx
kg 13.45 25.94 23.23
OTMz
kg-m -23.23 -25.94 -13.45
Torque
kg-m -1357 -1508 -809
kg-m -809 -1508 -1357
23 0 -23
2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.67 36.31 25.67
Vz
kg 6.85 0.00 6.85
OTMx
kg 13.31 25.67 22.99
OTMz
kg-m -22.99 -25.67 -13.31
Torque
kg-m -1302 -1447 -779
kg-m -779 -1447 -1302
24 0 -24
2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.40 35.92 25.40
Vz
kg 6.77 0.00 6.77
OTMx
kg 13.17 25.40 22.75
OTMz
kg-m -22.75 -25.40 -13.17
Torque
kg-m -1248 -1386 -750
kg-m -750 -1386 -1248
26 0 -26
2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 22.49 31.81 22.49
Vz
kg 6.00 0.00 6.00
OTMx
kg 11.66 22.49 20.15
OTMz
kg-m -20.15 -22.49 -11.66
Torque
kg-m -792 -872 -504
kg-m -504 -872 -792
38 0 -38
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 21.91 30.98 21.91
Vz
kg 5.84 0.00 5.84
OTMx
kg 11.36 21.91 19.62
OTMz
kg-m -19.62 -21.91 -11.36
Torque
kg-m -723 -793 -466
kg-m -466 -793 -723
Discrete Appurtenance Totals - No Ice
39 0 -39
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0 45 90
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vx
Vz
OTMx
OTMz
Torque
kg
kg -2049.32 -1503.26 -76.61
kg-m -172291 -124584 -4162
kg-m
kg-m
76.61 1503.26 2049.32
-4162 -124584 -172291
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m
Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00
Offsetx
Offsetz
m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000
m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000
z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
170 0 -170
Discrete Appurtenance Pressures - Service Description
40 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697
qz kPa 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29
GH = 1.077
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m
41 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Description
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 Sum Weight:
Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 2064.00
Offsetx m 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612
Offsetz
z
m -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612
m 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000
Kz
qz
1.658 1.633 1.616 1.599 1.416 1.379
kPa 0.28 0.28 0.28 0.27 0.24 0.23
CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800
Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.47 17.63
Vz
kg 3.67 2.60 0.00
OTMx
kg 0.00 12.47 17.63
OTMz
kg-m -3.67 -2.60 0.00
Torque
kg-m -391 -277 0
kg-m 84 -1244 -1794
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.63 12.47 0.00
Vz
kg 0.00 2.60 3.67
OTMx
kg 0.00 2.60 3.67
OTMz
kg-m -17.63 -12.47 0.00
Torque
kg-m -1962 -1412 -84
kg-m 0 -277 -391
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.47 17.63
Vz
kg 3.67 2.60 0.00
OTMx
kg 0.00 12.47 17.63
OTMz
kg-m -3.67 -2.60 0.00
Torque
kg-m -391 -277 0
kg-m -84 -1412 -1962
8 5 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.63 12.47 0.00
Vz
kg 0.00 2.60 3.67
OTMx
kg 0.00 2.60 3.67
OTMz
kg-m -17.63 -12.47 0.00
Torque
kg-m -1794 -1244 84
kg-m 0 -277 -391
0 5 8
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 12.37 17.49
Vz
kg 3.64 2.58 0.00
OTMx
kg 0.00 12.37 17.49
OTMz
kg-m -3.64 -2.58 0.00
Torque
kg-m -377 -267 0
kg-m 84 -1196 -1726
-8 -5 0
Page
Job
RISATower
42 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.49 12.37 0.00
Vz
kg 0.00 2.58 3.64
OTMx
kg 0.00 2.58 3.64
OTMz
kg-m -17.49 -12.37 0.00
Torque
kg-m -1894 -1364 -84
kg-m 0 -267 -377
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.37 17.49
Vz
kg 3.64 2.58 0.00
OTMx
kg 0.00 12.37 17.49
OTMz
kg-m -3.64 -2.58 0.00
Torque
kg-m -377 -267 0
kg-m -84 -1364 -1894
8 5 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.49 12.37 0.00
Vz
kg 0.00 2.58 3.64
OTMx
kg 0.00 2.58 3.64
OTMz
kg-m -17.49 -12.37 0.00
Torque
kg-m -1726 -1196 84
kg-m 0 -267 -377
0 5 8
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.23 17.29
Vz
kg 3.60 2.55 0.00
OTMx
kg 0.00 12.23 17.29
OTMz
kg-m -3.60 -2.55 0.00
Torque
kg-m -358 -253 0
kg-m 84 -1133 -1637
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.29 12.23 0.00
Vz
kg 0.00 2.55 3.60
OTMx
kg 0.00 2.55 3.60
OTMz
kg-m -17.29 -12.23 0.00
Torque
kg-m -1805 -1301 -84
kg-m 0 -253 -358
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 12.23 17.29
Vz
kg 3.60 2.55 0.00
OTMx
kg 0.00 12.23 17.29
OTMz
kg-m -3.60 -2.55 0.00
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D
Torque
kg-m -358 -253 0
kg-m -84 -1301 -1805
8 5 0
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Fa
43 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 17.29 12.23 0.00
Vz
kg 0.00 2.55 3.60
OTMx
kg 0.00 2.55 3.60
OTMz
kg-m -17.29 -12.23 0.00
Designed by
Ing. C. Londoño M.
Torque
kg-m -1637 -1133 84
10:24:50 10/23/13
kg-m 0 -253 -358
0 5 8
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.12 17.14
Vz
kg 3.57 2.53 0.00
OTMx
kg 0.00 12.12 17.14
OTMz
kg-m -3.57 -2.53 0.00
Torque
kg-m -345 -244 0
kg-m 84 -1086 -1570
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.14 12.12 0.00
Vz
kg 0.00 2.53 3.57
OTMx
kg 0.00 2.53 3.57
OTMz
kg-m -17.14 -12.12 0.00
Torque
kg-m -1738 -1254 -84
kg-m 0 -244 -345
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.12 17.14
Vz
kg 3.57 2.53 0.00
OTMx
kg 0.00 12.12 17.14
OTMz
kg-m -3.57 -2.53 0.00
Torque
kg-m -345 -244 0
kg-m -84 -1254 -1738
8 5 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.14 12.12 0.00
Vz
kg 0.00 2.53 3.57
OTMx
kg 0.00 2.53 3.57
OTMz
kg-m -17.14 -12.12 0.00
Torque
kg-m -1570 -1086 84
kg-m 0 -244 -345
0 5 8
2 ANT TV 0.30x2.0m - Elevation 91 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.92 16.86
Vz
kg 3.51 2.48 0.00
OTMx
kg 0.00 11.92 16.86
OTMz
kg-m -3.51 -2.48 0.00
Torque
kg-m -320 -226 0
kg-m 84 -1001 -1450
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 16.86 11.92
Vz
kg 0.00 2.48
OTMx
kg 0.00 2.48
OTMz
kg-m -16.86 -11.92
Torque
kg-m -1618 -1169
kg-m 0 -226
0 -5
Page
Job
RISATower
44 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.51
OTMx
kg 3.51
OTMz
kg-m 0.00
Torque
kg-m -84
kg-m -320
-7
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 11.92 16.86
Vz
kg 3.51 2.48 0.00
OTMx
kg 0.00 11.92 16.86
OTMz
kg-m -3.51 -2.48 0.00
Torque
kg-m -320 -226 0
kg-m -84 -1169 -1618
7 5 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.86 11.92 0.00
Vz
kg 0.00 2.48 3.51
OTMx
kg 0.00 2.48 3.51
OTMz
kg-m -16.86 -11.92 0.00
Torque
kg-m -1450 -1001 84
kg-m 0 -226 -320
0 5 7
2 ANT TV 0.30x2.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.81 16.70
Vz
kg 3.48 2.46 0.00
OTMx
kg 0.00 11.81 16.70
OTMz
kg-m -3.48 -2.46 0.00
Torque
kg-m -306 -216 0
kg-m 84 -955 -1385
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.70 11.81 0.00
Vz
kg 0.00 2.46 3.48
OTMx
kg 0.00 2.46 3.48
OTMz
kg-m -16.70 -11.81 0.00
Torque
kg-m -1553 -1123 -84
kg-m 0 -216 -306
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.81 16.70
Vz
kg 3.48 2.46 0.00
OTMx
kg 0.00 11.81 16.70
OTMz
kg-m -3.48 -2.46 0.00
Torque
kg-m -306 -216 0
kg-m -84 -1123 -1553
7 5 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 16.70 11.81
Vz
kg 0.00 2.46
OTMx
kg 0.00 2.46
OTMz
kg-m -16.70 -11.81
Torque
kg-m -1385 -955
kg-m 0 -216
0 5
Page
Job
RISATower
45 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.48
OTMx
kg 3.48
OTMz
kg-m 0.00
Torque
kg-m 84
kg-m -306
7
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 11.65 16.48
Vz
kg 3.43 2.43 0.00
OTMx
kg 0.00 11.65 16.48
OTMz
kg-m -3.43 -2.43 0.00
Torque
kg-m -288 -204 0
kg-m 84 -895 -1300
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.48 11.65 0.00
Vz
kg 0.00 2.43 3.43
OTMx
kg 0.00 2.43 3.43
OTMz
kg-m -16.48 -11.65 0.00
Torque
kg-m -1468 -1063 -84
kg-m 0 -204 -288
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 84 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.65 16.48
Vz
kg 3.43 2.43 0.00
OTMx
kg 0.00 11.65 16.48
OTMz
kg-m -3.43 -2.43 0.00
Torque
kg-m -288 -204 0
kg-m -84 -1063 -1468
7 5 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.48 11.65 0.00
Vz
kg 0.00 2.43 3.43
OTMx
kg 0.00 2.43 3.43
OTMz
kg-m -16.48 -11.65 0.00
Torque
kg-m -1300 -895 84
kg-m 0 -204 -288
0 5 7
2 ANT TV 0.30x2.0m - Elevation 81 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.53 16.31
Vz
kg 3.40 2.40 0.00
OTMx
kg 0.00 11.53 16.31
OTMz
kg-m -3.40 -2.40 0.00
Torque
kg-m -275 -195 0
kg-m 84 -850 -1237
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 16.31 11.53
Vz
kg 0.00 2.40
OTMx
kg 0.00 2.40
OTMz
kg-m -16.31 -11.53
Torque
kg-m -1405 -1018
kg-m 0 -195
0 -5
Page
Job
RISATower
46 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.40
OTMx
kg 3.40
OTMz
kg-m 0.00
Torque
kg-m -84
kg-m -275
-7
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 11.53 16.31
Vz
kg 3.40 2.40 0.00
OTMx
kg 0.00 11.53 16.31
OTMz
kg-m -3.40 -2.40 0.00
Torque
kg-m -275 -195 0
kg-m -84 -1018 -1405
7 5 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.31 11.53 0.00
Vz
kg 0.00 2.40 3.40
OTMx
kg 0.00 2.40 3.40
OTMz
kg-m -16.31 -11.53 0.00
Torque
kg-m -1237 -850 84
kg-m 0 -195 -275
0 5 7
2 ANT TV 0.30x2.0m - Elevation 75 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.28 15.95
Vz
kg 3.32 2.35 0.00
OTMx
kg 0.00 11.28 15.95
OTMz
kg-m -3.32 -2.35 0.00
Torque
kg-m -249 -176 0
kg-m 84 -762 -1112
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.95 11.28 0.00
Vz
kg 0.00 2.35 3.32
OTMx
kg 0.00 2.35 3.32
OTMz
kg-m -15.95 -11.28 0.00
Torque
kg-m -1280 -930 -84
kg-m 0 -176 -249
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 75 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.28 15.95
Vz
kg 3.32 2.35 0.00
OTMx
kg 0.00 11.28 15.95
OTMz
kg-m -3.32 -2.35 0.00
Torque
kg-m -249 -176 0
kg-m -84 -930 -1280
7 5 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 15.95 11.28
Vz
kg 0.00 2.35
OTMx
kg 0.00 2.35
OTMz
kg-m -15.95 -11.28
Torque
kg-m -1112 -762
kg-m 0 -176
0 5
Page
Job
RISATower
47 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.32
OTMx
kg 3.32
OTMz
kg-m 0.00
Torque
kg-m 84
kg-m -249
7
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 11.13 15.74
Vz
kg 3.28 2.32 0.00
OTMx
kg 0.00 11.13 15.74
OTMz
kg-m -3.28 -2.32 0.00
Torque
kg-m -234 -166 0
kg-m 84 -712 -1041
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.74 11.13 0.00
Vz
kg 0.00 2.32 3.28
OTMx
kg 0.00 2.32 3.28
OTMz
kg-m -15.74 -11.13 0.00
Torque
kg-m -1209 -880 -84
kg-m 0 -166 -234
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.13 15.74
Vz
kg 3.28 2.32 0.00
OTMx
kg 0.00 11.13 15.74
OTMz
kg-m -3.28 -2.32 0.00
Torque
kg-m -234 -166 0
kg-m -84 -880 -1209
7 5 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.74 11.13 0.00
Vz
kg 0.00 2.32 3.28
OTMx
kg 0.00 2.32 3.28
OTMz
kg-m -15.74 -11.13 0.00
Torque
kg-m -1041 -712 84
kg-m 0 -166 -234
0 5 7
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.95 15.48
Vz
kg 3.22 2.28 0.00
OTMx
kg 0.00 10.95 15.48
OTMz
kg-m -3.22 -2.28 0.00
Torque
kg-m -218 -154 0
kg-m 84 -655 -961
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 15.48 10.95
Vz
kg 0.00 2.28
OTMx
kg 0.00 2.28
OTMz
kg-m -15.48 -10.95
Torque
kg-m -1129 -823
kg-m 0 -154
0 -5
Page
Job
RISATower
48 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.22
OTMx
kg 3.22
OTMz
kg-m 0.00
Torque
kg-m -84
kg-m -218
-7
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 10.95 15.48
Vz
kg 3.22 2.28 0.00
OTMx
kg 0.00 10.95 15.48
OTMz
kg-m -3.22 -2.28 0.00
Torque
kg-m -218 -154 0
kg-m -84 -823 -1129
7 5 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.48 10.95 0.00
Vz
kg 0.00 2.28 3.22
OTMx
kg 0.00 2.28 3.22
OTMz
kg-m -15.48 -10.95 0.00
Torque
kg-m -961 -655 84
kg-m 0 -154 -218
0 5 7
2 ANT TV 0.30x2.0m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.78 15.25
Vz
kg 3.18 2.25 0.00
OTMx
kg 0.00 10.78 15.25
OTMz
kg-m -3.18 -2.25 0.00
Torque
kg-m -203 -144 0
kg-m 84 -606 -892
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.25 10.78 0.00
Vz
kg 0.00 2.25 3.18
OTMx
kg 0.00 2.25 3.18
OTMz
kg-m -15.25 -10.78 0.00
Torque
kg-m -1060 -774 -84
kg-m 0 -144 -203
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 64 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.78 15.25
Vz
kg 3.18 2.25 0.00
OTMx
kg 0.00 10.78 15.25
OTMz
kg-m -3.18 -2.25 0.00
Torque
kg-m -203 -144 0
kg-m -84 -774 -1060
7 5 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 15.25 10.78
Vz
kg 0.00 2.25
OTMx
kg 0.00 2.25
OTMz
kg-m -15.25 -10.78
Torque
kg-m -892 -606
kg-m 0 -144
0 5
Page
Job
RISATower
49 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.18
OTMx
kg 3.18
OTMz
kg-m 0.00
Torque
kg-m 84
kg-m -203
7
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Fs
kg
0 45 90
Vx
kg 6.58 9.31 6.58
Vz
kg 1.76 0.00 1.76
OTMx
kg 3.41 6.58 5.90
OTMz
kg-m -5.90 -6.58 -3.41
Torque
kg-m -396 -437 -250
kg-m -250 -437 -396
5 0 -5
2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.49 9.17 6.49
Vz
kg 1.73 0.00 1.73
OTMx
kg 3.36 6.49 5.81
OTMz
kg-m -5.81 -6.49 -3.36
Torque
kg-m -381 -419 -244
kg-m -244 -419 -381
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.42 9.08 6.42
Vz
kg 1.71 0.00 1.71
OTMx
kg 3.33 6.42 5.75
OTMz
kg-m -5.75 -6.42 -3.33
Torque
kg-m -371 -407 -240
kg-m -240 -407 -371
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.35 8.98 6.35
Vz
kg 1.69 0.00 1.69
OTMx
kg 3.29 6.35 5.69
OTMz
kg-m -5.69 -6.35 -3.29
Torque
kg-m -361 -395 -236
kg-m -236 -395 -361
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.62 7.95 5.62
Vz
kg 1.50 0.00 1.50
OTMx
kg 2.92 5.62 5.04
OTMz
kg-m -5.04 -5.62 -2.92
Torque
kg-m -278 -298 -206
kg-m -206 -298 -278
9 0 -9
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 5.48 7.75
Vz
kg 1.46 0.00
OTMx
kg 2.84 5.48
OTMz
kg-m -4.91 -5.48
Torque
kg-m -266 -284
kg-m -202 -284
10 0
Page
Job
RISATower
50 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Wind Azimuth ° 90
Fa
Fs
kg
Vx
kg
Vz
kg
5.48
1.46
OTMx
kg
OTMz
kg-m
4.91
Torque
kg-m
-2.84
-202
kg-m -266
-10
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -512.33 -375.82 -19.15
kg-m
kg-m
kg-m
19.15 375.82 512.33
-43411 -31484 -1379
-1379 -31484 -43411
43 0 -43
Dish Pressures - No Ice Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000
Dish Description
Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:
HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH
Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96
Offsetx m
Offsetz m
-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231
Kz
-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231
AA m2
1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199
qz kPa
7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669
1.10 1.03 1.03 1.06 1.06 1.00 1.00 0.98 0.96 0.87 0.87 0.82
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 1108.24 1108.24 1108.24
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 783.64 1108.24
HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 1040.49 1040.49 1040.49
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 735.73 1040.49
Vz kg -1108.24 -783.64 0.00
Vz kg -1040.49 -735.73 0.00
OTMx
OTMz
kg-m -59081 -41878 -345
kg-m
OTMx
OTMz
kg-m -44713 -31761 -492
kg-m
345 -41188 -58392
492 -30776 -43728
Torque kg-m -2656 -3757 -2656
Torque kg-m -3563 -5038 -3563
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
CA
51 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 1040.49 1040.49 1040.49
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 735.73 1040.49
10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 1412.31 1412.31 1412.31
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 998.66 1412.31
HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 1070.84 1070.84 1070.84
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 757.20 1070.84
HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 1015.25 1015.25 1015.25
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 717.89 1015.25
10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 1339.00 1339.00 1339.00
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 946.81 1339.00
P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx kg 117.83 117.83 117.83
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 83.32 117.83
HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 619.40 619.40 619.40
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 437.99 619.40
HP10-105 - Elevation 24 - From Leg B
Vz kg -1040.49 -735.73 0.00
Vz kg -1412.31 -998.66 0.00
Vz kg -1070.84 -757.20 0.00
Vz kg -1015.25 -717.89 0.00
Vz kg -1339.00 -946.81 0.00
Vz kg -117.83 -83.32 0.00
Vz kg -619.40 -437.99 0.00
OTMx
OTMz
kg-m -43728 -30776 492
kg-m
OTMx
OTMz
kg-m -66808 -47366 -429
kg-m
OTMx
OTMz
kg-m -49900 -35159 429
kg-m
OTMx
OTMz
kg-m -39053 -27456 542
kg-m
OTMx
OTMz
kg-m -51679 -36384 542
kg-m
OTMx
OTMz
kg-m -4015 -2790 168
kg-m
OTMx
OTMz
kg-m -19945 -13958 496
kg-m
-492 -31761 -44713
429 -46508 -65950
-429 -36017 -50758
-542 -28539 -40136
542 -36384 -51679
-168 -3126 -4351
496 -13958 -19945
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m 3563 5038 3563
Torque kg-m -4214 -5959 -4214
Torque kg-m 3195 4519 3195
Torque kg-m 3824 5408 3824
Torque kg-m -5044 0 5044
Torque kg-m 484 685 484
Torque kg-m -2697 0 2697
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
Wind Azimuth ° 0 45 90
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
CM
0.000000 0.000000 0.000000
CA
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM
0.000000 0.000000 0.000000
CM
0.000000 0.000000 0.000000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
CA
52 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
0.000000 0.000000 0.000000
FA
FS
kg 883.75 883.75 883.75
kg
FM
Vx
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 624.90 883.75
kg -883.75 -624.90 0.00
6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 419.54 419.54 419.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 296.66 419.54
kg -419.54 -296.66 0.00
4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 174.37 174.37 174.37
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 123.30 174.37
kg -174.37 -123.30 0.00
OTMx
OTMz
kg-m -21962 -15750 -753
kg-m
OTMx
OTMz
kg-m -10408 -7459 -339
kg-m
OTMx
OTMz
kg-m -2872 -1901 441
kg-m
-753 -15750 -21962
339 -6780 -9730
-441 -2784 -3754
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m 4625 0 -4625
Torque kg-m -2196 -3105 -2196
Torque kg-m 998 1411 998
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
kg 0.00 7241.83 10241.50
kg -10241.50 -7241.83 0.00
OTMx
OTMz
Torque
kg-m -414166 -292639 751
kg-m
kg-m
-182 -293572 -415099
-3680 -799 2550
Dish Pressures - Service Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000
Dish Description HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH
Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:
Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96
Offsetx m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231
Offsetz m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231
Kz 1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199
Dish Vectors - Service
AA m2 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669
qz kPa 0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.22 0.22 0.20
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
CA
53 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 277.06 277.06 277.06
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 195.91 277.06
HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 260.12 260.12 260.12
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 183.93 260.12
HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 260.12 260.12 260.12
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 183.93 260.12
10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 353.08 353.08 353.08
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 249.66 353.08
HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71 267.71 267.71
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 189.30 267.71
HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 253.81 253.81 253.81
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 179.47 253.81
10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 334.75 334.75 334.75
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 236.70 334.75
P3F-52 - Elevation 35.5 - From Leg C
Vz kg -277.06 -195.91 0.00
Vz kg -260.12 -183.93 0.00
Vz kg -260.12 -183.93 0.00
Vz kg -353.08 -249.66 0.00
Vz kg -267.71 -189.30 0.00
Vz kg -253.81 -179.47 0.00
Vz kg -334.75 -236.70 0.00
OTMx
OTMz
kg-m -15029 -10728 -345
kg-m
OTMx
OTMz
kg-m -11547 -8310 -492
kg-m
OTMx
OTMz
kg-m -10563 -7325 492
kg-m
OTMx
OTMz
kg-m -17024 -12163 -429
kg-m
OTMx
OTMz
kg-m -12153 -8468 429
kg-m
OTMx
OTMz
kg-m -9357 -6458 542
kg-m
OTMx
OTMz
kg-m -12514 -8690 542
kg-m
345 -10039 -14339
492 -7325 -10563
-492 -8310 -11547
429 -11305 -16166
-429 -9326 -13011
-542 -7541 -10440
542 -8690 -12514
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m -664 -939 -664
Torque kg-m -891 -1260 -891
Torque kg-m 891 1260 891
Torque kg-m -1053 -1490 -1053
Torque kg-m 799 1130 799
Torque kg-m 956 1352 956
Torque kg-m -1261 0 1261
Project
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA 0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CM
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
0.000000 0.000000 0.000000
CS
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
CM
0.000000 0.000000 0.000000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM
0.000000 0.000000 0.000000
10:24:50 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
CA
54 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
0.000000 0.000000 0.000000
FA
FS
kg 29.46 29.46 29.46
kg
FM kg 0.00 0.00 0.00
0.00 0.00 0.00
Vx
Vz
OTMx
OTMz
kg
kg -29.46 -20.83 0.00
kg-m
kg-m
Vz
OTMx
OTMz
kg-m -4614 -3118 496
kg-m
OTMx
OTMz
kg-m -6055 -4502 -753
kg-m
OTMx
OTMz
kg-m -2857 -2119 -339
kg-m
0.00 20.83 29.46
HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 154.85 154.85 154.85
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 109.50 154.85
HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 220.94 220.94 220.94
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 156.23 220.94
6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 104.89 104.89 104.89
kg
kg 0.00 0.00 0.00
kg -220.94 -156.23 0.00
Vz
kg 0.00 0.00 0.00
kg -154.85 -109.50 0.00
0.00 74.17 104.89
kg -104.89 -74.17 0.00
-878 -572 168
kg 43.59 43.59 43.59
kg -43.59 -30.82 0.00
kg-m
kg-m
kg
kg 0.00 0.00 0.00
0.00 30.82 43.59
-387 -144 441
kg-m 1156 0 -1156
Torque
339 -1441 -2178
OTMz
kg-m -674 0 674
Torque
-753 -4502 -6055
OTMx
kg-m 121 171 121
Torque
496 -3118 -4614
Vz
0.00 0.00 0.00
Torque
-168 -907 -1214
4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg
Ing. C. Londoño M.
kg-m -549 -776 -549
Torque
-441 -1027 -1270
kg-m 249 353 249
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -2560.37 -1810.46 0.00
kg-m -102978 -72596 751
kg-m
kg-m
0.00 1810.46 2560.37
-182 -73529 -103911
-920 -200 638
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 108
Wind Azimuth °
Offsetx
Offsetz
F
Vx
Vz
OTMx
OTMz
Torque
m
m
kg
kg
kg
kg-m
kg-m
kg-m
Page
Job
RISATower
55 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
CxMANTENIMIENTO - Elevation 108
Wind Azimuth ° 0 45 90
Offsetx
Offsetz
m 0.0000 0.0000 0.0000
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
Torque
kg-m
0.00 0.00 0.00
0 0 0
kg-m 0 0 0
0 0 0
User Load Totals - No Ice Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m
Torque
kg-m
0.00 0.00 0.00
kg-m
0 0 0
0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 108
Wind Azimuth ° 0 45 90
Offsetx
Offsetz
m 0.0000 0.0000 0.0000
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
Torque
kg-m
0.00 0.00 0.00
0 0 0
kg-m 0 0 0
0 0 0
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
Force Totals Load Case
Leg Weight Bracing Weight Total Member Self-Weight Total Weight Wind 0 deg - No Ice
Vertical Forces kg 11417.01 17163.18 28580.19 33773.85
Sum of Forces X kg
76.61
Sum of Forces Z kg
-41906.97
Sum of Overturning Moments, Mx kg-m
3087 3087 -1976971
Sum of Overturning Moments, Mz kg-m
-3810 -3810 -7521
Sum of Torques
kg-m
5314
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vertical Forces kg
Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Sum of Forces X kg 32180.55 41906.97
Sum of Forces Z kg -32180.55 -76.61
19.15 8045.14 10476.74
-10476.74 -8045.14 -19.15
33773.85
Sum of Overturning Moments, Mx kg-m -1530791 -624 3087 -494714 -383169 -627
Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
108 - 102
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Diagonal
Top Girt
Mid Girt
T2
102 - 96
Leg
Gov. Load Comb. 3 3 4 4 4 4 4 4 4 3 4 3 4 1 1 3 1 3 4 1 1 3 1 3 3 3 4 4 4
Force kg 447.91 -988.51 -662.66 -104.48 120.54 -120.57 417.46 -475.49 8.59 70.17 5.44 1.09 9.79 0.00 5.62 2.97 10.28 -0.00 65.53 0.00 33.61 8.47 10.28 -0.00 3007.98 -4038.51 -2695.31 722.31 116.74
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Sum of Sum of Torques Overturning Moments, Mz kg-m kg-m -1537688 12931 -1983868 11167 -3810 -1560 1329 -384102 3233 -495647 2792
Load Combinations Comb. No. 1 2 3 4 5 6 7
56 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Load Case
Page
Job
RISATower
Major Axis Moment kg-m 52 -34 -68 0 -68 0 0 0 3 2 3 2 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -35 -50 -1 -50
Minor Axis Moment kg-m 51 -34 -2 68 -2 68 0 0 0 -2 0 -2 0 0 0 0 0 0 0 0 0 0 0 0 38 -34 -1 50 -1
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
Mid Girt
T3
96 - 90
Leg
Diagonal
Top Girt
Mid Girt
T4
90 - 84
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
57 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 4 4 4 4 3 4 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 4 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3
Force kg -116.73 927.73 -1048.26 206.39 -1033.85 5.51 1.38 165.21 -66.42 50.85 -41.02 -6.94 0.00 342.56 -200.37 73.64 -141.71 10.28 -0.00 7825.45 -9284.10 -6204.51 4643.77 115.54 -115.52 1611.11 -1779.03 573.61 -1770.71 5.67 1.90 579.32 -391.65 97.60 -287.44 10.28 -0.00 864.76 -640.27 117.10 -479.49 10.28 -0.00 14858.33 -16717.70 -8373.98 6715.37 109.69 -109.59 2476.15 -2679.43 2458.63 -2671.12 6.06 3.51 1207.45 -945.95 137.67 -716.36 10.28 -0.00
Major Axis Moment kg-m -1 0 0 3 2 3 2 0 0 -5 0 0 0 0 0 -8 0 0 0 34 -46 -63 -4 -63 -4 0 0 3 1 3 2 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -35 -63 -4 -54 -5 0 0 4 1 4 2 0 0 -8 0 0 0
Minor Axis Moment kg-m 50 0 0 0 -3 0 -3 0 0 0 0 0 0 0 0 0 0 0 0 36 -45 2 63 2 63 0 0 0 -4 1 -4 0 0 0 0 0 0 0 0 0 0 0 0 41 -32 2 63 3 55 0 0 1 -7 1 -7 0 0 0 0 0 0
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T5
84 - 78
Mid Girt
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension
Leg
Mid Girt
Leg
Diagonal
Top Girt
Mid Girt
T7
72 - 66
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Top Girt
78 - 72
Client
Component Type
Diagonal
T6
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
58 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Gov. Load Comb. 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3
Force kg 1620.81 -1304.25 159.06 -996.35 10.28 -0.00 24195.35 -26631.20 -17718.88 14938.20 -127.08 126.87 3622.78 -3514.98 3605.99 -1630.12 6.52 22.04 1996.25 -1790.72 184.72 -1361.99 10.28 -0.00 2169.99 -2196.40 216.79 -1813.12 13.56 -0.00 37095.46 -39321.57 -26167.04 22688.79 -124.62 124.28 4055.69 -3881.04 4038.18 -1662.51 6.57 20.82 2168.62 -2194.14 195.97 -1815.26 10.28 -0.00 2170.74 -2196.85 173.06 -1774.91 10.28 -0.00 52321.01 -54007.16 -36169.53 31995.29 -118.15 117.89 5503.27
Major Axis Moment kg-m 0 0 -8 0 0 0 35 -39 -55 -11 -53 -8 0 0 5 1 5 3 0 0 -8 0 0 0 0 0 -10 0 0 0 35 -45 -65 -14 -56 -12 0 0 5 1 5 3 0 0 -8 0 0 0 0 0 -8 0 0 0 45 -54 -77 -15 -65 -14 6
Minor Axis Moment kg-m 0 0 0 0 0 0 39 -35 8 56 6 53 0 0 0 -46 0 -46 0 0 0 0 0 0 0 0 0 0 0 0 40 -40 11 66 9 56 0 0 0 -44 0 -44 0 0 0 0 0 0 0 0 0 0 0 0 51 -48 11 78 11 66 -19
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
T8
66 - 60
Leg
Diagonal
Top Girt
Mid Girt
T9
60 - 57
Leg
Diagonal
Top Girt
T10
57 - 54
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
59 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Gov. Load Comb. 3 3 4 3 4 2 2 1 3 1 3 2 3 1 3 1 3 3 3 3 3 4 4 3 3 3 4 3 4 2 3 1 3 1 3 2 3 1 3 1 3 3 3 3 2 3 4 4 3 4 4 4 4 7 4 4 3 4 3 3 3
Force kg -4315.68 5503.27 -1685.61 7.03 32.67 2189.47 -2303.29 195.41 -2154.82 10.28 -0.00 2183.85 -2342.38 212.95 -2339.62 10.28 -0.00 71218.55 -70331.40 -5396.31 -5224.29 116.56 -116.29 8055.38 -4732.40 8005.45 -1721.25 7.41 46.11 2191.45 -2375.17 228.71 -2374.86 10.28 -0.00 2166.18 -2360.92 267.53 -2360.64 10.28 -0.00 64724.75 -65130.09 -6755.75 39932.53 124.90 -127.07 10105.61 -7205.62 -3229.79 10105.61 5.26 -1.38 665.58 -1390.19 473.96 -575.56 13.49 -1.32 64620.98 -65319.73
Major Axis Moment kg-m 0 6 4 6 4 0 0 -8 0 0 0 0 0 -8 0 0 0 40 -49 -102 87 -91 -37 0 0 7 5 7 5 0 0 -8 0 0 0 0 0 -8 0 0 0 53 -76 -125 -35 -125 -35 0 0 -4 0 0 0 0 0 -10 0 0 0 33 -18
Minor Axis Moment kg-m 0 -19 -69 -19 -69 0 0 0 0 0 0 0 0 0 0 0 0 52 -37 93 -95 31 92 0 0 37 -97 37 -97 0 0 0 0 0 0 0 0 0 0 0 0 39 -39 109 110 109 110 0 0 0 1 0 0 0 0 0 1 0 0 79 -124
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Diagonal
Horizontal
T11
54 - 49
Leg
Diagonal
Top Girt
T12
49 - 44
Leg
Diagonal
Horizontal
Inner Bracing
T13
44 - 39
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
60 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 2 2 3 2 4 3 2 4 2 4 4 3 2 4 2 4 3 3 2 2 4 2 2 2 4 3 4 3 4 4 2 3 2 3 3 3 2 4 2 2 2 2 4 4 4 4 2 2 2 4 2 4 3 3 1 3 1 3 3 3 2
Force kg 39862.71 -45119.55 -120.55 119.30 9866.22 -7347.19 -2885.60 -4945.93 7.22 -1.41 19927.93 -358.25 19745.52 -56.81 11.59 295.97 59350.53 -56320.16 34429.87 -38995.43 440.04 -423.61 7651.62 -8608.84 -1681.82 6529.44 -9.62 -2.57 6543.71 -6440.68 6538.25 -5618.91 -18.77 -1.84 59104.81 -56579.57 34207.36 34218.58 570.92 -550.76 8218.03 -9427.23 127.61 7878.13 13.96 -2.78 742.60 -1010.34 -70.18 641.83 -15.01 14.12 760.99 -818.71 -10.81 760.99 12.48 -0.12 62366.80 -66003.05 37816.44
Major Axis Moment kg-m 145 63 -125 -35 0 0 -7 0 0 0 4 0 6 0 6 0 137 -279 525 53 145 62 0 0 -13 0 0 0 0 0 -20 0 0 0 392 -371 545 -6 525 54 0 0 -21 0 0 0 7 8 9 7 9 7 0 0 -11 0 0 0 388 -239 545
Minor Axis Moment kg-m -44 -144 108 110 0 0 0 1 0 0 -235 0 -234 529 -234 0 29 -368 -60 -503 -42 -144 0 0 0 3 0 0 0 0 0 2 0 0 307 -369 -4 539 -60 -503 0 0 0 4 0 0 -33 -33 31 -33 31 -33 0 0 0 0 0 0 389 -200 -4
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Diagonal
Top Girt
T14
39 - 34
Leg
Diagonal
Horizontal
Inner Bracing
T15
34 - 29
Leg
Diagonal
Top Girt
T16
29 - 24
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
61 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 4 2 4 2 3 4 3 4 3 4 4 4 2 4 2 3 3 2 2 2 2 3 3 4 4 4 4 4 4 2 4 2 4 3 3 1 3 1 3 3 3 4 4 4 4 3 4 4 3 4 3 4 2 4 7 4 7 3 3 2 3
Force kg 37800.56 600.52 611.72 6202.99 -7836.12 1819.32 5406.83 16.89 -3.28 8117.02 -7136.01 -7136.01 -7130.99 33.37 -3.27 62008.38 -66210.84 -44111.91 37312.60 -237.95 258.63 7420.10 -9360.48 3415.74 6908.84 16.77 2.72 1326.20 -1548.56 -70.07 1326.20 -24.97 9.42 61.51 -111.88 -15.25 -111.88 -27.49 0.23 74575.16 -84345.07 -55900.38 46656.96 -413.64 434.63 9094.23 -4367.93 4005.67 8538.65 22.16 3.74 4722.25 -4118.36 -4118.31 468.61 44.02 -4.30 74276.24 -84600.69 46387.87 -6176.15
Major Axis Moment kg-m -5 545 -5 0 0 -25 0 0 0 0 0 -51 0 0 0 213 -145 -319 -31 -319 -31 0 0 -27 0 0 0 17 17 20 17 20 17 0 0 -35 0 0 0 123 -239 -271 -94 -271 -94 0 0 -36 0 0 0 0 0 -89 0 0 0 213 -101 248 -247
Minor Axis Moment kg-m 539 -4 539 0 0 0 5 0 0 0 0 0 5 0 0 256 -99 27 338 27 338 0 0 0 4 0 0 -27 -27 22 -27 22 -27 0 0 0 0 0 0 166 -214 120 285 120 285 0 0 0 -6 0 0 0 0 0 9 0 0 244 -72 52 264
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Horizontal
T17
24 - 19
Leg
Diagonal
Top Girt
T18
19 - 14
Leg
Diagonal
Horizontal
T19
14 - 7
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
62 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 2 4 3 4 4 4 4 4 4 4 4 4 4 4 3 3 2 2 2 2 4 4 4 4 4 4 2 4 1 1 1 1 3 3 2 2 2 2 4 4 4 4 4 4 4 2 4 4 4 4 3 3 4 2 4 2 3 3 4 4 4
Force kg 226.10 244.69 8452.68 -4708.77 3997.92 -426.38 27.43 -4.46 14520.23 -587.65 -116.35 -48.89 31.21 68.09 82465.60 -95099.45 -63620.81 48662.90 254.05 -271.91 15346.29 -4311.48 4598.99 15346.29 36.95 -5.99 806.25 -3439.42 112.77 112.77 73.64 7.21 82214.71 -95389.00 -63665.56 48490.48 -267.69 276.24 13563.52 -4893.56 4729.55 -184.92 44.06 -6.65 13869.26 -669.86 -184.20 -97.23 37.65 45.68 76383.44 -89496.16 46683.51 46329.72 -361.59 -401.11 8961.98 -9989.31 -3891.81 -3891.81 43.31
Major Axis Moment kg-m 248 36 0 0 -49 0 0 0 27 28 30 28 30 0 104 -226 -250 -19 -250 -19 0 0 -66 0 0 0 0 0 -185 0 0 0 185 -138 -250 -19 -250 -19 0 0 -86 0 0 0 40 42 42 41 42 0 186 -356 587 -41 587 -41 0 0 -101 0 0
Minor Axis Moment kg-m 52 262 0 0 0 8 0 0 -60 74 298 298 298 0 127 -197 -28 265 -28 265 0 0 0 11 0 0 0 0 0 18 0 0 224 -133 -28 265 -28 265 0 0 0 13 0 0 -166 86 236 236 236 0 186 -294 -8 644 -8 644 0 0 0 34 0
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Top Girt
T20
7-0
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
Leg
Diagonal
Horizontal
Inner Bracing
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 4 1 4 1 1 1 1 3 3 4 2 4 2 4 3 4 4 4 4 2 2 2 4 2 4 3 3 1 2 1 2
Force kg -14.78 0.00 -2548.58 -237.01 -237.01 86.48 -18.38 75892.16 -89948.77 46410.15 46048.13 412.04 452.44 8608.40 -10792.57 -9909.51 -10408.76 64.71 17.97 582.14 -960.82 -32.36 560.96 -67.67 30.02 109.53 -362.94 -84.20 103.98 -57.91 0.09
Major Axis Moment kg-m 0 0 0 -259 0 0 0 395 0 587 -34 587 -34 0 0 -186 0 0 0 100 0 103 100 103 100 0 0 -153 0 0 0
Maximum Reactions Location
Condition
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx
Leg C
Leg B
Leg A
63 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2
Vertical kg
Horizontal, X kg
Horizontal, Z kg
8423.31 8423.31 -77649.92 -77649.92 -77649.92 8423.31 64038.89 -46756.87 -46756.87 -46756.87 64038.89 64038.89 94116.52 8463.61 94116.52 8463.61 94116.52 8463.61 63642.47 63642.47
2641.24 2641.24 -19770.69 -19770.69 -19770.69 2641.24 -12858.93 15416.84 15416.84 15416.84 -12858.93 -12858.93 -24163.82 -2587.81 -24163.82 -2587.81 -24163.82 -2587.81 20239.78 20239.78
-2582.73 -2582.73 19408.90 19408.90 19408.90 -2582.73 -20067.77 8283.14 8283.14 8283.14 -20067.77 -20067.77 24559.68 2646.32 24559.68 2646.32 24559.68 2646.32 12570.38 12570.38
Minor Axis Moment kg-m 0 0 0 0 55 0 0 464 0 -2 645 -2 645 0 0 0 -52 0 0 -137 0 93 -138 93 -138 0 0 0 0 0 0
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Max. Hz Min. Vert Min. H x Min. H z
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Condition
64 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Location
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gov. Load Comb. 2 4 4 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
63642.47 -47144.38 -47144.38 -47144.38
20239.78 -8115.43 -8115.43 -8115.43
12570.38 -15704.74 -15704.74 -15704.74
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination
Vertical kg 33773.84 33774.54 33784.20 33774.45 33773.81 33773.81 33773.79
Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Shearx
Shearz
kg
kg
-0.02 76.57 32184.71 41975.21 19.15 8045.29 10476.97
-0.03 -41974.86 -32198.07 -76.54 -10476.92 -8045.01 -19.15
Overturning Moment, Mx kg-m 3085 -1989412 -1538042 -601 -494425 -382330 2172
Overturning Moment, Mz kg-m -3809 -7744 -1545166 -1996340 -4747 -389249 -501341
Torque kg-m 0 5328 12939 11176 1331 3239 2796
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 76.61 32180.55 41906.97 19.15 8045.14 10476.74
Sum of Applied Forces PY kg -33773.85 -33773.85 -33773.85 -33773.85 -33773.85 -33773.85 -33773.85
PZ kg 0.00 -41906.97 -32180.55 -76.61 -10476.74 -8045.14 -19.15
PX kg 0.02 -76.57 -32184.71 -41975.21 -19.15 -8045.29 -10476.97
Sum of Reactions PY kg 33773.84 33774.54 33784.20 33774.45 33773.81 33773.81 33773.79
PZ kg 0.03 41974.86 32198.07 76.54 10476.92 8045.01 19.15
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes No No No Yes Yes Yes
Number of Cycles 11 200 200 200 30 50 29
Displacement Tolerance 0.00000001 0.02804837 0.02683281 0.02804462 0.00011538 0.00011670 0.00014720
Force Tolerance 0.00007908 0.00000000 0.00000000 0.00000000 0.00011409 0.00010564 0.00014563
Maximum Tower Deflections - Service Wind
% Error 0.000% 0.126% 0.037% 0.127% 0.001% 0.001% 0.001%
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation
65 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Horz. Deflection mm 418.03 370.26 322.53 275.38 229.73 186.83 147.56 112.73 84.03 72.82 64.50 50.49 40.27 29.93 22.14 14.58 9.49 4.58 1.93 0.34
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.4554 0.4548 0.4507 0.4396 0.4181 0.3826 0.3455 0.2935 0.2246 0.1943 0.1638 0.1394 0.1147 0.0961 0.0805 0.0670 0.0516 0.0388 0.0242 0.0119
° 0.0130 0.0129 0.0128 0.0126 0.0120 0.0112 0.0100 0.0083 0.0062 0.0049 0.0038 0.0037 0.0041 0.0045 0.0028 0.0019 0.0010 0.0008 0.0005 0.0003
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 108.0000 106.5000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000
CxMANTENIMIENTO 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 418.03 406.09 382.21 350.35 326.50 283.17 259.94 229.73 207.87 166.70 144.47 120.93 102.41 79.96 69.87 64.50 61.69 58.78 46.10 37.14 29.93 24.36 22.14 20.58 17.42 9.49 4.58
° 0.4554 0.4554 0.4552 0.4537 0.4513 0.4420 0.4340 0.4181 0.4012 0.3647 0.3419 0.3088 0.2708 0.2144 0.1836 0.1638 0.1567 0.1513 0.1300 0.1083 0.0961 0.0849 0.0805 0.0778 0.0725 0.0516 0.0388
° 0.0130 0.0130 0.0129 0.0129 0.0128 0.0126 0.0124 0.0120 0.0117 0.0106 0.0099 0.0088 0.0077 0.0058 0.0045 0.0038 0.0036 0.0035 0.0038 0.0043 0.0045 0.0034 0.0028 0.0026 0.0022 0.0010 0.0008
Radius of Curvature m Inf Inf Inf 200576 71510 29036 19184 12637 10990 9160 8221 6284 5382 3318 3989 8657 10698 190634 7575 29720 5685 278478 17955 34487 12795 21274 7881
Page
Job
RISATower
66 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0
Horz. Deflection mm 1706.38 1510.51 1314.80 1121.53 934.47 758.83 598.18 455.83 338.79 293.17 259.73 203.38 162.15 120.44 88.95 58.53 38.00 18.42 7.70 1.36
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 1.8678 1.8652 1.8480 1.8018 1.7125 1.5657 1.4132 1.1994 0.9127 0.7898 0.6597 0.5617 0.4629 0.3885 0.3263 0.2716 0.2071 0.1557 0.0970 0.0476
° 0.0526 0.0525 0.0521 0.0510 0.0489 0.0456 0.0406 0.0339 0.0251 0.0199 0.0152 0.0150 0.0165 0.0180 0.0114 0.0077 0.0041 0.0033 0.0022 0.0012
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 108.0000 106.5000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000
CxMANTENIMIENTO 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH
Gov. Load Comb. 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
Deflection
Tilt
Twist
mm 1706.38 1657.43 1559.50 1428.86 1331.06 1153.44 1058.24 934.47 844.95 676.48 585.54 489.33 413.69 322.21 281.27 259.73 248.44 236.75 185.66 149.51 120.44 97.94 88.95 82.66 69.97 38.00 18.42
° 1.8678 1.8677 1.8666 1.8607 1.8504 1.8118 1.7784 1.7125 1.6425 1.4918 1.3989 1.2627 1.1043 0.8716 0.7444 0.6597 0.6297 0.6078 0.5243 0.4371 0.3885 0.3439 0.3263 0.3154 0.2942 0.2071 0.1557
° 0.0526 0.0526 0.0526 0.0524 0.0522 0.0513 0.0505 0.0489 0.0474 0.0433 0.0401 0.0357 0.0312 0.0234 0.0181 0.0152 0.0145 0.0142 0.0155 0.0174 0.0180 0.0135 0.0114 0.0104 0.0089 0.0041 0.0033
Radius of Curvature m 388131 388131 131449 47512 17027 6956 4626 3063 2658 2227 2007 1516 1305 802 943 2126 2576 95162 1889 7408 1421 51927 4629 9052 3186 5718 2015
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
67 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
m T1
T2
T3
T4
T5
T6
T7
T8
T9
108
102
96
90
84
78
72
66
60
Leg
A394T0
mm
Number Of Bolts
16
4
Maximum Load per Bolt kg 145.98
Bolt Size
Allowable Load kg 5528.16
Diagonal
A394T0
16
2
237.75
3699.61
Top Girt
A394T0
16
2
4.89
3699.61
Mid Girt
A394T0
16
2
32.77
3699.61
Leg
A394T0
16
8
561.25
5528.16
Diagonal
A394T0
16
2
524.13
3699.61
Top Girt
A394T0
16
2
82.61
2466.41
Mid Girt
A394T0
16
2
171.28
3699.61
Leg
A394T0
16
8
1594.48
5528.16
Diagonal
A394T0
16
2
889.51
3699.61
Top Girt
A394T0
16
2
289.66
3699.61
Mid Girt
A394T0
16
2
432.38
3699.61
Leg
A394T0
16
12
2121.83
5528.16
Diagonal
A394T0
16
2
1339.71
3699.61
Top Girt
A394T0
16
2
603.72
3699.61
Mid Girt
A394T0
16
2
810.40
3699.61
Leg
A394T0
16
12
3537.39
5528.16
Diagonal
A394T0
16
2
1811.39
3699.61
Top Girt
A394T0
16
2
998.13
3699.61
Mid Girt
A394T0
16
2
1098.20
4932.82
Leg
A394T0
16
16
4108.56
8292.26
Diagonal
A394T0
16
2
2027.84
3699.61
Top Girt
A394T0
16
2
1097.07
3699.61
Mid Girt
A394T0
16
2
1098.42
3699.61
Leg
A394T0
16
16
5800.45
8292.26
Diagonal
A394T0
16
2
2751.64
3699.61
Top Girt
A394T0
16
2
1151.64
3699.61
Mid Girt
A394T0
16
2
1171.19
3699.61
Leg Diagonal
A394T0 A394T0
16 16
10 3
12402.31 2685.13
8292.26 3699.61
Top Girt
A394T0
16
2
1187.59
3699.61
Mid Girt
A394T0
16
2
1180.46
3699.61
Leg
A394T0
19
10
13026.00
9950.69
Diagonal
A394T0
16
3
3368.54
3699.61
Top Girt
A394T0
16
3
463.39
4932.82
Ratio Load Allowable 0.026 0.064 0.001 0.009 0.102 0.142 0.033 0.046 0.288 0.240 0.078 0.117 0.384 0.362 0.163 0.219 0.640 0.490 0.270 0.223 0.495 0.548 0.297 0.297 0.700 0.744 0.311 0.317 1.496 0.726 0.321 0.319 1.309 0.911 0.094
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T11
T12
T13
T14
T15
T16
T17
T18
T19
T20
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
57
Leg
A394T0
19
16
Maximum Load per Bolt kg 8164.98
54
Diagonal Horizontal Leg
A394T0 A394T0 A394T0
16 16 19
2 3 16
4933.09 6642.64 7418.82
3699.61 4932.82 9950.69
Diagonal
A394T0
16
2
4304.42
4932.82
Top Girt
A394T0
16
2
3271.85
4932.82
m T10
49
44
39
34
29
24
19
14
7
68 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Bolt Size mm
Number Of Bolts
Allowable Load kg 9950.69
Leg
A394T0
19
16
7388.11
9950.69
Diagonal
A394T0
16
2
4713.60
4932.82
Horizontal
A394T0
16
2
505.17
4932.82
Leg
A394T0
19
16
8250.39
9950.69
Diagonal
A394T0
16
2
3918.06
4932.82
Top Girt
A394T0
16
2
4058.51
4932.82
Leg
A394T0
19
16
8276.34
9950.69
Diagonal
A394T0
16
2
4680.26
3699.61
Horizontal
A394T0
16
2
774.28
4932.82
Leg
A394T0
19
16
10543.12
9950.69
Diagonal
A394T0
16
2
4547.13
4932.82
Top Girt
A394T0
16
2
2361.13
4932.82
Leg
A394T0
19
16
10575.10
9950.69
Diagonal
A394T0
16
3
2817.56
4932.82
Horizontal
A394T0
16
3
4840.06
4932.82
Leg
A394T0
19
16
11887.44
9950.69
Diagonal
A394T0
16
3
5115.43
4932.82
Top Girt
A394T0
16
2
1719.71
4932.82
Leg Diagonal
A394T0 A394T0
19 16
10 3
19077.78 4521.17
9950.69 4932.82
Horizontal
A394T0
16
3
4623.11
4932.82
Leg Diagonal
A394T0 A394T0
19 16
10 3
17899.21 3329.77
9979.03 4932.82
Top Girt
A394T0
16
2
1274.29
4932.82
Leg Diagonal
A394T0 A394T0
19 16
10 3
17989.75 3597.52
9979.03 4932.82
Horizontal
A394T0
16
3
320.27
4932.82
Ratio Load Allowable 0.821 1.333 1.347 0.746 0.873 0.663 0.742 0.956 0.102 0.829 0.794 0.823 0.832 1.265 0.157 1.060 0.922 0.479 1.063 0.571 0.981 1.195 1.037 0.349 1.917 0.917 0.937 1.794 0.675 0.258 1.803 0.729 0.065
Compression Checks Leg Design Data (Compression)
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bearing
1.333 1.333 1.333
Member Bearing Member Bearing Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333 1.333
Bolt SS Member Bearing
1.333
Member Bearing
1.333 1.333
Bolt SS Member Bearing
1.333
Member Bearing
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
69 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T1
m 108 - 102
L102x102x6
m 6.0000
m 3.0000
T2
102 - 96
L102x102x6
6.0000
3.0000
T3
96 - 90
L102x102x6
6.0000
T4
90 - 84
L102x102x6
T5
84 - 78
T6
Fa
A
kPa 123228
74.3 K=0.50
3.0000
6.0000
L102x102x6
78 - 72
T7
Designed by
Ing. C. Londoño M.
mm2 1252
Actual P kg -988.51
Allow. Pa kg 15727.46
Ratio P Pa 0.063
123228
1252
-4038.51
15727.46
0.257
74.3 K=0.50
123228
1252
-9284.09
15727.46
0.590
3.0000
74.3 K=0.50
123228
1252
-16717.70
15727.46
1.063
6.0000
3.0000
74.3 K=0.50
123228
1252
-26631.19
15727.46
1.693
H1-3 (1.69 CR) - 115 L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-39321.57
25951.16
1.515
72 - 66
H1-3 (1.52 CR) - 143 L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-54006.99
25951.16
2.081
T8
66 - 60
H1-3 (2.08 CR) - 171 L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-70331.33
25951.16
2.710
T9
60 - 57
H1-3 (2.71 CR) - 199 L102x102x10
3.0286
3.0286
49.9 K=0.33
167963
1845
-65129.99
31602.88
2.061
T10
57 - 54
H1-3 (2.06 CR) - 227 L102x102x10
3.0286
3.0286
49.9 K=0.33
167963
1845
-65319.59
31602.88
2.067
T11
54 - 49
H1-3 (2.07 CR) - 247 L127x127x10
5.0476
5.0476
66.2 K=0.33
148963
2329
-56320.31
35378.04
1.592
T12
49 - 44
H1-3 (1.59 CR) - 259 L127x127x10
5.0476
5.0476
66.2 K=0.33
148963
2329
-56579.77
35378.04
1.599
T13
44 - 39
H1-3 (1.60 CR) - 279 L127x127x10
5.0477
5.0477
66.2 K=0.33
148962
2329
-66003.15
35377.67
1.866
T14
39 - 34
H1-3 (1.87 CR) - 295 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-66210.90
40290.49
1.643
T15
34 - 29
H1-3 (1.64 CR) - 315 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-84345.07
40290.49
2.093
T16
29 - 24
H1-3 (2.09 CR) - 331 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-84600.90
40290.49
2.100
T17
24 - 19
H1-3 (2.10 CR) - 351 L152x152x10
5.0477
5.0477
55.1 K=0.33
140464
2813
-95099.30
40290.22
2.360
T18
19 - 14
H1-3 (2.36 CR) - 363 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-95389.14
40290.49
2.368
T19
14 - 7
H1-3 (2.37 CR) - 383 L152x152x13
7.3093
7.3093
61.0 K=0.25
155488
3710
-89496.07
58818.25
1.522
T20
7-0
bolt (1.79 CR) - 395 L152x152x13
7.3093
7.3093
61.0 K=0.25
155488
3710
-89948.75
58818.25
1.529
bolt (1.80 CR) - 415
Kl/r
10:24:50 10/23/13
74.3 K=0.50
RISATower I . P. DOLMEN S.A.
70 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 24550
mm 461
Actual P kg -475.49
204.8 K=1.00
24550
461
-1048.26
1154.77
0.908
2.0495
204.8 K=1.00
24550
461
-1779.03
1154.77
1.541
4.2426
2.0495
204.8 K=1.00
24550
461
-2679.43
1154.77
2.320
KL/R > 200 (C) - 100 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-3514.98
1154.77
3.044
78 - 72
KL/R > 200 (C) - 128 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-3881.03
1154.77
3.361
T7
72 - 66
KL/R > 200 (C) - 156 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-4315.68
1154.77
3.737
T8
66 - 60
KL/R > 200 (C) - 184 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-4732.42
1154.77
4.098
T9
60 - 57
KL/R > 200 (C) - 212 L64x64x5
3.3669
3.2550
164.7 K=1.00
37948
582
-7205.63
2251.87
3.200
T10
57 - 54
H1-3 (3.20 CR) - 240 L64x64x5
3.6663
3.5779
181.1 K=1.00
31408
582
-7347.20
1863.75
3.942
T11
54 - 49
H1-3 (3.94 CR) - 254 L64x64x6
5.4401
5.3112
271.9 K=1.00
13925
768
-8608.82
1090.19
7.897
T12
49 - 44
KL/R > 200 (C) - 273 L64x64x6
5.8850
5.7646
295.1 K=1.00
11821
768
-9427.24
925.43
10.187
T13
44 - 39
KL/R > 200 (C) - 285 L76x76x6
5.8851
5.7647
244.0 K=1.00
17288
929
-7836.13
1637.82
4.784
T14
39 - 34
KL/R > 200 (C) - 309 L76x76x5
6.4490
6.3283
265.3 K=1.00
14625
703
-9360.47
1048.74
8.925
T15
34 - 29
KL/R > 200 (C) - 320 L76x76x6
6.4490
6.3283
267.9 K=1.00
14346
929
-4367.93
1359.06
3.214
T16
29 - 24
KL/R > 200 (C) - 338 L76x76x6
7.1031
6.9958
296.2 K=1.00
11739
929
-4708.79
1112.07
4.234
T17
24 - 19
KL/R > 200 (C) - 354 L102x102x6
7.1032
6.9959
220.3 K=1.00
21207
1252
-4311.48
2706.57
1.593
T18
19 - 14
KL/R > 200 (C) - 370 L102x102x6
7.8255
7.7265
243.4 K=1.00
17386
1252
-4893.58
2218.92
2.205
T1
m 108 - 102
L51x51x5
m 4.2426
m 2.0495
T2
102 - 96
KL/R > 200 (C) - 14 L51x51x5
4.2426
2.0495
T3
96 - 90
KL/R > 200 (C) - 42 L51x51x5
4.2426
T4
90 - 84
KL/R > 200 (C) - 72 L51x51x5
T5
84 - 78
T6
Kl/r
204.8 K=1.00
Fa
A 2
Allow. Pa kg 1154.77
Ratio P Pa 0.412
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
71 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T19
14 - 7
KL/R > 200 (C) - 386 L102x102x6
9.3388
9.2237
290.5 K=1.00
12200
1252
-9989.29
1557.04
6.416
T20
7-0
KL/R > 200 (C) - 408 L102x102x6
11.4788
11.3827
140.9 K=0.25
51845
1252
-10792.55
6616.87
1.631
Allow. Pa kg 4128.09
Ratio P Pa 0.087
H1-3 (1.63 CR) - 422
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 52730
mm 768
Actual P kg -358.26
100.7 K=0.50
88840
768
-1010.34
6955.07
0.145
3.4910
116.1 K=0.50
74720
929
-1548.56
7078.54
0.219
9.0650
4.4563
148.2 K=0.50
46891
929
-587.65
4442.24
0.132
L76x76x6
11.0220
5.4348
180.7 K=0.50
31526
929
-669.86
2986.64
0.224
L102x102x6
14.9750
7.4113
58.7 K=0.16
117550
1252
-960.82
15002.80
0.064
Allow. Pa kg 1965.48
Ratio P Pa 0.034
T10
m 57 - 54
L64x64x6
m 3.5870
m 1.7427
T12
49 - 44
L64x64x6
5.1520
2.5125
T14
39 - 34
L76x76x6
7.1090
T16
29 - 24
L76x76x6
T18
19 - 14
T20
7-0
Kl/r
139.7 K=1.00
Fa
A 2
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 49027
mm 393
Actual P kg -66.42
146.7 K=1.00
47861
582
-391.65
2840.10
0.138
2.8984
146.7 K=1.00
47861
582
-945.95
2840.10
0.333
3.0000
2.8984
146.7 K=1.00
47861
582
-1790.72
2840.10
0.631
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2194.14
2840.10
0.773
72 - 66
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2303.29
2840.10
0.811
T8
66 - 60
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2375.17
2840.10
0.836
T9
60 - 57
L64x64x6
3.0000
2.8984
148.4 K=1.00
46760
768
-1390.19
3660.73
0.380
T11
54 - 49
L64x64x6
4.1740
4.0724
208.5
23686
768
-6440.70
1854.31
3.473
T2
m 102 - 96
L64x64x3
m 3.0000
m 2.8984
T3
96 - 90
L64x64x5
3.0000
2.8984
T4
90 - 84
L64x64x5
3.0000
T5
84 - 78
L64x64x5
T6
78 - 72
T7
Kl/r
144.9 K=1.00
Fa
A 2
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
72 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T13
44 - 39
KL/R > 200 (C) - 264 L76x76x6
T15
34 - 29
KL/R > 200 (C) - 300 L76x76x6
8.0870
7.9346
167.9 K=0.50
36502
929
-4118.36
3457.98
1.191
T17
24 - 19
L102x102x6
10.0430
9.8906
155.8 K=0.50
42440
1252
-3439.42
5416.53
0.635
T19
14 - 7
L102x102x6
12.0000
11.8476
186.6 K=0.50
29577
1252
-2548.58
3774.90
0.675
Allow. Pa kg 2840.10
Ratio P Pa 0.071
6.1300
6.0030
254.1 K=1.00
15943
929
-7136.01
1510.35
4.725
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T2
m 102 - 96
L64x64x5
m 3.0000
m 2.8984
T3
96 - 90
L64x64x5
3.0000
2.8984
T4
90 - 84
L64x64x5
3.0000
T5
84 - 78
L64x64x6
T6
78 - 72
T7 T8
Kl/r
Fa
A
kPa 47861
mm2 582
Actual P kg -200.37
146.7 K=1.00
47861
582
-640.27
2840.10
0.225
2.8984
146.7 K=1.00
47861
582
-1304.26
2840.10
0.459
3.0000
2.8984
148.4 K=1.00
46760
768
-2196.39
3660.73
0.600
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2196.85
2840.10
0.774
72 - 66
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2342.38
2840.10
0.825
66 - 60
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2360.92
2840.10
0.831
Allow. Pa kg 1797.75
Ratio P Pa 0.455
146.7 K=1.00
Inner Bracing Design Data (Compression) Section No.
Elevation
Size
L
Lu
T12
m 49 - 44
L64x64x5
m 3.6430
m 3.6430
T14
39 - 34
L76x76x6
5.0268
5.0268
T20
7-0
L76x76x6
10.5889
10.5889
KL/R > 250 (C) - 425
Kl/r
Fa
A
kPa 30295
mm2 582
Actual P kg -818.71
212.8 K=1.00
22736
929
-111.88
2153.90
0.052
448.3 K=1.00
5124
929
-362.94
485.41
0.748
184.4 K=1.00
Page
Job
RISATower
73 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 108 - 102
L102x102x6
m 6.0000
m 3.0000
94.5
kPa 224080
mm 1010
Actual P kg 447.91
T2
102 - 96
L102x102x6
6.0000
3.0000
94.5
224080
1010
3007.98
23070.85
0.130
T3
96 - 90
L102x102x6
6.0000
3.0000
94.5
224080
1010
7825.47
23070.85
0.339
T4
90 - 84
L102x102x6
6.0000
3.0000
94.5
224080
1010
14858.33
23070.85
0.644
T5
84 - 78
L102x102x6
6.0000
3.0000
94.5
224080
1010
24156.52
23070.85
1.047
T6
78 - 72
L102x102x10
6.0000
3.0000
96.0
224080
1482
37056.51
33869.21
1.094
T7
72 - 66
L102x102x10
6.0000
3.0000
96.0
224080
1482
52320.99
33869.21
1.545
T8
66 - 60
H2-1 (1.54 CR) - 169 L102x102x10
6.0000
3.0000
96.0
224080
1482
71218.56
33869.21
2.103
T9
60 - 57
H2-1 (2.10 CR) - 197 L102x102x10
3.0286
3.0286
96.9
224080
1422
64724.93
32487.16
1.992
T10
57 - 54
H2-1 (1.99 CR) - 225 L102x102x10
3.0286
3.0286
96.9
224080
1422
64621.06
32487.16
1.989
T11
54 - 49
H2-1 (1.99 CR) - 245 L127x127x10
5.0476
5.0476
127.4
224080
1906
59350.76
43543.47
1.363
T12
49 - 44
H2-1 (1.36 CR) - 257 L127x127x10
5.0476
5.0476
127.4
224080
1906
59104.92
43543.47
1.357
T13
44 - 39
H2-1 (1.36 CR) - 277 L127x127x10
5.0477
5.0477
127.4
224080
1906
62366.70
43543.47
1.432
T14
39 - 34
H2-1 (1.43 CR) - 293 L152x152x10
5.0476
5.0476
105.7
224080
2390
62011.99
54599.84
1.136
T15
34 - 29
L152x152x10
5.0476
5.0476
105.7
224080
2390
74575.14
54599.84
1.366
T16
29 - 24
H2-1 (1.37 CR) - 329 L152x152x10
5.0476
5.0476
105.7
224080
2390
74276.23
54599.84
1.360
T17
24 - 19
H2-1 (1.36 CR) - 349 L152x152x10
5.0477
5.0477
105.7
224080
2390
82467.20
54599.84
1.510
T18
19 - 14
H2-1 (1.51 CR) - 361 L152x152x10
5.0476
5.0476
105.7
224080
2390
82214.55
54599.84
1.506
T19
14 - 7
bolt (1.65 CR) - 381 L152x152x13
7.3093
7.3093
154.7
224080
3145
76383.62
71866.29
1.063
T20
7-0
L152x152x13
7.3093
7.3093
154.7
224080
3145
75892.38
71866.29
1.056
2
Allow. Pa kg 23070.85
Ratio P Pa 0.019
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
74 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Actual P kg
Allow. Pa kg
Ratio P Pa
Allow. Pa kg 7005.28
Ratio P Pa 0.060
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
T1
m 108 - 102
L51x51x5
m 4.2426
T2
102 - 96
L51x51x5
T3
96 - 90
T4
Kl/r
Fa
A
m 2.0495
130.8
kPa 148927
mm2 461
Actual P kg 417.46
4.2426
2.0495
130.8
148927
461
927.73
7005.28
0.132
L51x51x5
4.2426
2.0495
130.8
148927
461
1611.11
7005.28
0.230
90 - 84
L51x51x5
4.2426
2.0495
130.8
148927
461
2476.15
7005.28
0.353
T5
84 - 78
L51x51x5
4.2426
2.0495
130.8
148927
461
3622.78
7005.28
0.517
T6
78 - 72
L51x51x5
4.2426
2.0495
130.8
148927
461
4055.69
7005.28
0.579
T7
72 - 66
L51x51x5
4.2426
2.0495
130.8
148927
461
5503.26
7005.28
0.786
T8
66 - 60
L51x51x5
4.2426
2.0495
130.8
148927
461
8055.39
7005.28
1.150
T9
60 - 57
L64x64x5
3.3669
3.2550
164.7
148927
582
10105.59
8837.43
1.143
T10
57 - 54
L64x64x5
3.6663
3.5779
181.1
148927
582
9866.23
8837.43
1.116
T11
54 - 49
L64x64x6
5.4401
5.3112
271.9
148927
768
7651.61
11659.14
0.656
T12
49 - 44
L64x64x6
5.8850
5.7646
295.1
148927
768
8218.01
11659.14
0.705
T13
44 - 39
L76x76x6
5.8851
5.7647
244.0
148927
929
6202.97
14108.54
0.440
T14
39 - 34
L76x76x5
6.4490
6.3283
265.3
148927
703
7420.09
10679.38
0.695
T15
34 - 29
L76x76x6
6.4490
6.3283
267.9
148927
929
9094.21
14108.54
0.645
T16
29 - 24
L76x76x6
7.1031
6.9958
296.2
148927
929
8452.70
14108.54
0.599
T17
24 - 19
L102x102x6
7.1032
6.9959
220.3
148927
1252
15346.30
19007.34
0.807
T18
19 - 14
L102x102x6
7.8255
7.7265
243.4
148927
1252
13563.50
19007.34
0.714
T19
14 - 7
L102x102x6
9.3388
9.2237
290.5
148927
1252
8961.99
19007.34
0.472
T20
7-0
L102x102x6
11.4788
11.3827
358.5
148927
1252
8608.41
19007.34
0.453
Page
Job
RISATower
75 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T10
m 57 - 54
L64x64x6
m 3.5870
m 1.7427
178.4
kPa 148927
mm 768
Actual P kg 19927.95
T12
49 - 44
H2-1 (1.71 CR) - 242 L64x64x6
5.1520
2.5125
128.6
148927
768
742.60
11659.14
0.064
T14
39 - 34
L76x76x6
7.1090
3.4910
147.8
148927
929
1326.20
14108.54
0.094
T16
29 - 24
L76x76x6
9.0650
4.4563
377.3
148927
929
14520.22
14108.54
1.029
T18
19 - 14
L76x76x6
11.0220
5.4348
460.1
148927
929
13869.27
14108.54
0.983
T20
7-0
L102x102x6
14.9750
7.4113
233.4
148927
1252
582.14
19007.34
0.031
Allow. Pa kg 8837.43
Ratio P Pa 0.001
2
Allow. Pa kg 11659.14
Ratio P Pa 1.709
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.8984
146.7
kPa 148927
mm2 582
Actual P kg 9.79
T1
m 108 - 102
L64x64x5
m 3.0000
T2
102 - 96
L64x64x3
3.0000
2.8984
144.9
148927
393
165.21
5970.41
0.028
T3
96 - 90
L64x64x5
3.0000
2.8984
146.7
148927
582
579.32
8837.43
0.066
T4
90 - 84
L64x64x5
3.0000
2.8984
146.7
148927
582
1207.45
8837.43
0.137
T5
84 - 78
L64x64x5
3.0000
2.8984
146.7
148927
582
1996.25
8837.43
0.226
T6
78 - 72
L64x64x5
3.0000
2.8984
146.7
148927
582
2168.62
8837.43
0.245
T7
72 - 66
L64x64x5
3.0000
2.8984
146.7
148927
582
2189.47
8837.43
0.248
T8
66 - 60
L64x64x5
3.0000
2.8984
146.7
148927
582
2191.45
8837.43
0.248
T9
60 - 57
L64x64x6
3.0000
2.8984
148.4
148927
768
473.96
11659.14
0.041
T11
54 - 49
L64x64x6
4.1740
4.0724
208.5
148927
768
6543.71
11659.14
0.561
T13
44 - 39
L76x76x6
6.1300
6.0030
254.1
148927
929
8117.04
14108.54
0.575
T15
34 - 29
L76x76x6
8.0870
7.9346
335.9
148927
929
4722.26
14108.54
0.335
T17
24 - 19
L102x102x6
10.0430
9.8906
311.5
148927
1252
806.26
19007.34
0.042
RISATower I . P. DOLMEN S.A.
76 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A 2
T1
m 108 - 102
L64x64x5
m 3.0000
m 2.8984
146.7
kPa 199948
mm 368
Actual P kg 65.53
Allow. Pa kg 7511.45
Ratio P Pa 0.009
T2
102 - 96
L64x64x5
3.0000
2.8984
146.7
199948
368
342.56
7511.45
0.046
T3
96 - 90
L64x64x5
3.0000
2.8984
146.7
199948
368
864.76
7511.45
0.115
T4
90 - 84
L64x64x5
3.0000
2.8984
146.7
199948
368
1620.81
7511.45
0.216
T5
84 - 78
L64x64x6
3.0000
2.8984
148.4
199948
485
2169.99
9890.31
0.219
T6
78 - 72
L64x64x5
3.0000
2.8984
146.7
199948
368
2170.74
7511.45
0.289
T7
72 - 66
L64x64x5
3.0000
2.8984
146.7
199948
368
2183.85
7511.45
0.291
T8
66 - 60
L64x64x5
3.0000
2.8984
146.7
199948
368
2166.18
7511.45
0.288
Allow. Pa kg 8837.43
Ratio P Pa 0.086
Inner Bracing Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 3.6430
184.4
kPa 148927
mm2 582
Actual P kg 760.99
T12
m 49 - 44
L64x64x5
m 3.6430
T14
39 - 34
L76x76x6
5.0268
5.0268
212.8
148927
929
61.51
14108.54
0.004
T20
7-0
L76x76x6
10.5889
10.5889
448.3
148927
929
109.53
14108.54
0.008
RISATower
Page
Job
I . P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
77 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section
Elevation m
Component Type
Size
No. T1
Critical Element
P kg
SF*Pallow kg
% Capacity
108 - 102
T2
102 - 96
T3
96 - 90
T4
90 - 84
T5
84 - 78
T6
78 - 72
T7
72 - 66
T8
66 - 60
T9
60 - 57
T10
57 - 54
T11
54 - 49
T12
49 - 44
T13
44 - 39
T14
39 - 34
Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing
L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x3 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x6 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L64x64x5 L64x64x6 L102x102x10 L64x64x5 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L64x64x5 L127x127x10 L76x76x6 L76x76x6 L152x152x10 L76x76x5 L76x76x6 L76x76x6
3 14 5 10 31 42 36 40 59 72 64 68 87 100 92 96 115 128 120 124 143 156 148 152 171 184 173 177 199 212 204 208 227 240 230 247 254 242 259 273 264 279 285 274 291 295 309 300 315 320 301 328
-988.51 -475.49 5.62 65.53 -4038.51 -1048.26 -66.42 -200.37 -9284.09 -1779.03 -391.65 -640.27 -16717.70 -2679.43 -945.95 -1304.26 -26631.19 -3514.98 -1790.72 -2196.39 -39321.57 -3881.03 -2194.14 -2196.85 -54006.99 -4315.68 -2303.29 -2342.38 -70331.33 -4732.42 -2375.17 -2360.92 -65129.99 -7205.63 -1390.19 -65319.59 -7347.20 19927.95 -56320.31 -8608.82 -6440.70 -56579.77 -9427.24 -1010.34 -818.71 -66003.15 -7836.13 -7136.01 -66210.90 -9360.47 -1548.56 -111.88
20964.70 1539.31 8837.43 10012.76 20964.70 1539.31 2619.99 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 4879.75 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 42126.63 3001.75 4879.75 42126.63 2484.38 15541.64 47158.92 1453.23 2471.80 47158.92 1233.60 9271.11 2396.40 47158.44 2183.22 2013.29 53707.22 1397.97 9435.69 2871.15
4.7 30.9 0.3 0.7 19.3 68.1 2.5 5.3 44.3 115.6 10.3 16.9 79.7 174.1 25.0 34.5 127.0 228.3 47.3 45.0 113.7 252.1 58.0 58.0 156.1 280.4 60.8 61.9 203.3 307.4 62.7 62.4 154.6 240.0 28.5 155.1 295.7 128.2 119.4 592.4 260.6 120.0 764.2 10.9 34.2 140.0 358.9 354.4 123.3 669.6 16.4 3.9
Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Fail Fail Fail Fail Fail Fail Fail Fail Pass Pass Fail Fail Fail Fail Fail Pass Pass
RISATower I . P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
No. T15
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
10:24:50 10/23/13 Designed by
Ing. C. Londoño M.
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
34 - 29
L152x152x10 L76x76x6 L76x76x6 L152x152x10 L76x76x6 L76x76x6 L152x152x10 L102x102x6 L102x102x6 L152x152x10 L102x102x6 L76x76x6 L152x152x13
331 338 333 351 354 346 363 370 368 383 386 378 395
-84345.07 -4367.93 -4118.36 -84600.90 -4708.79 14520.22 -95099.30 -4311.48 -3439.42 -95389.14 -4893.58 13869.27 -89496.07
53707.22 1811.62 4609.49 53707.22 1482.39 18806.68 53706.86 3607.86 7220.23 53707.22 2957.83 18806.68 78404.72
157.0 241.1 89.3 157.5 317.6 77.2 177.1 119.5 47.6 177.6 165.4 73.7 114.1 134.6 (b) 481.3 50.6 114.7 135.2 (b) 122.4 4.8 4.9 (b) 56.1 Summary 203.3 764.2
Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail
T16
29 - 24
T17
24 - 19
T18
19 - 14
T19
14 - 7
Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Leg
7-0
Diagonal Top Girt Leg
L102x102x6 L102x102x6 L152x152x13
408 400 415
-9989.29 -2548.58 -89948.75
2075.54 5031.94 78404.72
Diagonal Horizontal
L102x102x6 L102x102x6
422 404
-10792.55 -960.82
8820.29 19998.73
Inner Bracing
L76x76x6
425
-362.94
647.05
T20
78 of 78
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Calle 101 No. 70 G - 25.
Section
Page
Job
Leg (T8) Diagonal (T12) Horizontal (T10) Top Girt (T13) Mid Girt (T8) Inner Bracing (T20) Bolt Checks RATING =
Fail Pass Fail Fail Pass Pass Fail Fail
128.2
Fail
354.4
Fail
62.4
Pass
56.1
Pass
143.8 764.2
Fail Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=108m C. ACTUAL EB. CERRO GAVINETE.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 108.0000
Tilt (deg) 500
0
Twist (deg) 0.5
0
0.05
0.1 108.0000
102.0000
102.0000
96.0000
96.0000
90.0000
90.0000
84.0000
84.0000
78.0000
78.0000
72.0000
72.0000
66.0000
66.0000
60.0000
60.0000
57.0000
57.0000
54.0000
54.0000
49.0000
49.0000
44.0000
44.0000
39.0000
39.0000
34.0000
34.0000
29.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
14.0000
7.0000
7.0000
0.0000 0
0.0000 500
0
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.5
Job:
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri
Feedline Distribution Chart 0.0000 - 108.0000 Round
108.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
106.0000
106.0000
106.0000
103.0000
103.0000
103.0000
108.0000
102.0000
96.0000
102.0000 99.0000
99.0000
99.0000
96.0000
96.0000
96.0000
91.0000
91.0000
91.0000
88.0000
88.0000
88.0000
84.0000
84.0000
84.0000
81.0000
81.0000
81.0000
96.0000
90.0000
84.0000
90.0000
84.0000
78.0000
78.0000 75.0000
75.0000
75.0000
71.0000
71.0000
71.0000
67.0000
67.0000
67.0000
64.0000
64.0000
64.0000
72.0000
72.0000
66.0000
60.0000
60.0000
42.5000
42.5000
42.5000
39.0000
39.0000
39.0000
35.5000
35.5000
33.0000
33.0000
31.0000
31.0000
44.0000
24.0000
19.0000
19.0000
19.0000
14.0000
39.0000
34.0000
7.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000 7/8 (1 ANT MW E)
24.0000
44.0000
31.0000
1 (4 ANT TV E)
24.0000
33.0000
7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E)
29.0000
35.5000
7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E)
34.0000
1 (4 ANT TV E) 1 (4 ANT TV E)
39.0000
49.0000
1 (8 ANT TV E)
47.0000
1 (8 ANT TV E)
47.0000
1 (8 ANT TV E)
47.0000
49.0000
54.0000
1 (8 ANT TV E)
53.0000 52.0000
1 (8 ANT TV E)
53.0000 52.0000
1 (8 ANT TV E)
53.0000 52.0000
54.0000
1 (8 ANT TV E)
56.0000
1 (8 ANT TV E)
56.0000
1 (8 ANT TV E)
57.0000 56.0000
1 (8 ANT TV E)
57.0000
1 (8 ANT TV E) 1 (8 ANT TV E)
Elevation (m)
66.0000
0.0000
7.0000
0.0000
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri
Stress Distribution Chart 0.0000 - 108.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
108.0000
108.0000
102.0000
102.0000
96.0000
96.0000
90.0000
90.0000
84.0000
84.0000
78.0000
78.0000
72.0000
72.0000
66.0000
66.0000
60.0000
60.0000
57.0000
57.0000
54.0000
54.0000
49.0000
49.0000
44.0000
44.0000
39.0000
39.0000
34.0000
34.0000
29.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
14.0000
7.0000
7.0000
0.0000
0.0000
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri
CONDICION NUEVA. EB. CERRO GAVINETE.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
886.8
T1
L64x64x5
3
108.0 m
CxMANTENIMIENTO AT15-250 10 P3F-52 HP8-102 2 6 HP10-105 4 ANT FT FTDISH DISH TV (1(1(N) ANT (1 0.30x2.0m 0.30x1.20m (1 ANT (1 ANT ANT ANT MW MW MW MW MW Ø0.90m (E) Ø2.40m (E) Ø3.0m Ø1.80m Ø1.20m Ø3.0m E)E)E)
108 107 106.5 106 103.5 99.5 96.5 91 88 84 81 75 71.5 67.5 64 59 56 54 53 52 47 42.5 39 35.5 34 33 31 24 19 DESIGNED APPURTENANCE LOADING
L64x64x5
860.1
TYPE
886.8
96.0 m
886.8
90.0 m
L51x51x5
T4
18 @ 3
N.A. N.A.
78.0 m
T6
1054.5
L64x64x6
L64x64x5
T5
84.0 m
913.0
T3
L102x102x6
T2
L64x64x3
102.0 m
1054.5
L102x102x10
T7
L64x64x5
72.0 m
556.2
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
81 81
AT15-250 (N) AT15-250 (N)
107 107
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
75 75
AT15-250 (N) AT15-250 (N)
107 107
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
75 75
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
106.5 106.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
71.5 71.5
2 ANT TV 0.30x2.0m (E)
106.5
2 ANT TV 0.30x2.0m (E)
71.5
2 ANT TV 0.30x2.0m (E) AT15-250 (N)
106.5 106
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
71.5 67.5
AT15-250 (N) 2 ANT TV 0.30x2.0m (E)
106 103.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
67.5 67.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
103.5 103.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
67.5 64
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
103.5 99.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
64 64
2 ANT TV 0.30x2.0m (E)
99.5
2 ANT TV 0.30x2.0m (E)
64
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
99.5 99.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
59 56
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
96.5 96.5
2 ANT TV 0.30x1.20m (E) HP10-105 (1 ANT MW Ø3.0m E)
54 53
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
96.5 96.5
2 ANT TV 0.30x1.20m (E) 10 FT DISH (1 ANT MW Ø3.0m E)
52 47
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
91 91
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)
47 42.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
91 91
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)
42.5 39
2 ANT TV 0.30x2.0m (E)
88
10 FT DISH (1 ANT MW Ø3.0m E)
39
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
88 88
P3F-52 (1 ANT MW Ø0.90m E) 2 ANT TV 0.30x1.20m (E)
35.5 34
57.0 m
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
88 84
HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)
33 31
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
84 84
6 FT DISH (1 ANT MW Ø1.80m E) HP10-105 (1 ANT MW Ø3.0m E)
24 24
2 ANT TV 0.30x2.0m (E)
84
4 FT DISH (1 ANT MW Ø1.20m E)
19
593.8
3.587
108 108
1097.9
SYMBOL LIST
6.13
SIZE
MATERIAL STRENGTH
1336.8
A572-50
Fy
Fu
344738 kPa
448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
7.109
1626.8
1. 2. 3. 4.
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 805.2%
1586.8
34.0 m
1686.8
9.065
29.0 m
2098.0
10.043
24.0 m
2073.4
11.022
19.0 m
MAX. CORNER REACTIONS AT BASE: DOWN: 97327 kg UPLIFT: -80694 kg SHEAR: 35513 kg
3085.2
12
14.0 m
2@7
AXIAL 34148 kg
7.0 m
SHEAR 46752 kg
MOMENT 2259545 kg-m
0.0 m
TORQUE 15565 kg-m REACTIONS - 120 kph WIND
Weight (kg)
17.95
28580.2
3976.1
14.975
MARK
L64x64x6
TOWER DESIGN NOTES
# Panels @ (m)
Face Width (m)
SIZE
A
1265.3
5.152
MARK
39.0 m
8@5
8.087
AT15-250 (N) CxMANTENIMIENTO
GRADE
N.A.
N.A.
L76x76x6
L76x76x6 N.A. L76x76x6 N.A.
81 81
44.0 m
N.A.
L76x76x6 L102x102x6
L76x76x6 Inner Bracing
Horizontals
Mid Girts
Top Girts
Diagonal Grade
Diagonals
Leg Grade
ELEVATION
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
49.0 m
N.A.
L102x102x6 N.A.
T20
Legs
Section
TYPE
108 108
60.0 m
54.0 m
4.174
A L64x64x5
L64x64x6
N.A.
L64x64x6 N.A. L76x76x6 N.A. L76x76x6
N.A.
L102x102x6 N.A.
N.A.
L76x76x6 L102x102x6
L152x152x13
T19
N.A.
A
L64x64x5 A36 L64x64x6 L76x76x6 L76x76x5
L127x127x10 L152x152x10
T18
T17
T16
T15
T14
T13
T12
T11
A572-50
T10
T9
T8
1054.5
66.0 m
ELEVATION
AT15-250 (N) AT15-250 (N)
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
SALIDA 2 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x free standing tower with an overall height of 108.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 3.0000 m at the top and 17.9500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I . P. DOLMEN S.A.
2 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg A
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Leg B
Z
Face D
Leg C
W in d
45
Leg D
X
Face C
Wind 90
Face A
Face B
Wind 0
Square Tower
Tower Section Geometry Tower Section
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Tower Elevation m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
Assembly Database
Description
Section Width
Number of Sections
Section Length
m 3.0000
1
m 6.0000
3.0000
1
6.0000
3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.5870 4.1740 5.1520 6.1300 7.1090 8.0870 9.0650 10.0430 11.0220 12.0000 14.9750
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000
RISATower I . P. DOLMEN S.A.
3 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Tower Elevation
Diagonal Spacing
Bracing Type
Has Horizontals
Top Girt Offset
Bottom Girt Offset
X Brace
Has K Brace End Panels No
m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
m 3.0000
No
mm 0
mm 0
3.0000
X Brace
No
No
0
0
3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000
X Brace X Brace X Brace X Brace X Brace X Brace K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down
No No No No No No No No No No No No No No No No No No
No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L102x102x6
A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa)
Equal Angle
L102x102x6
A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa)
Equal Angle
L102x102x6
Equal Angle
L51x51x5
Equal Angle
L102x102x6
Equal Angle
L51x51x5
Equal Angle
L102x102x6
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L64x64x5
Equal Angle
L102x102x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L64x64x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000
Page
Job
4 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L127x127x10
Equal Angle
L64x64x6
Equal Angle
L127x127x10
Equal Angle
L76x76x6
Equal Angle
L152x152x10
Equal Angle
L76x76x5
Equal Angle
L152x152x10
Equal Angle
L76x76x6
Equal Angle
L152x152x10
Equal Angle
L76x76x6
Equal Angle
L152x152x10
Equal Angle
L102x102x6
Equal Angle
L152x152x10
Equal Angle
L102x102x6
Equal Angle
L152x152x13
Equal Angle
L102x102x6
Equal Angle
L152x152x13
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T11 54.0000-49.0000 T13 44.0000-39.0000 T15 34.0000-29.0000 T17 24.0000-19.0000 T19 14.0000-7.0000
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L64x64x3
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L64x64x5
Equal Angle
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Bottom Girt Size
Bottom Girt Grade
Page
Job
RISATower
5 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000 T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000
No. of Mid Girts 1
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
1
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
1
Equal Angle
L64x64x5
Equal Angle
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x6
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Solid Round Equal Angle Solid Round Solid Round
8
Equal Angle
L64x64x6
Solid Round
8
Equal Angle
L64x64x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L102x102x6
Horizontal Grade
Tower Section Geometry (cont’d) Tower Elevation m T12 49.0000-44.0000 T14
Secondary Horizontal Type
Solid Round Solid Round
Secondary Horizontal Size
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa) A36
Equal Angle
L64x64x5
Equal Angle
L76x76x6
A36 (248211 kPa) A36
Project
12:22:04 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 39.0000-34.0000 T20 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Secondary Horizontal Type
6 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Secondary Horizontal Size
Secondary Horizontal Grade (248211 kPa) A36 (248211 kPa)
Solid Round
Inner Bracing Type
Inner Bracing Size
Equal Angle
L76x76x6
Ing. C. Londoño M.
Inner Bracing Grade
(248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1
1
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
Page
Job
RISATower
7 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
12:22:04 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm
m 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000
m2
mm
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
0.5
No
No
0.5
1 1
No
No
0.5
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 0.5
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.33
1 1
1 0.33
1 1
1 0.5
1 1
1 1
1 1
No
No
0.33
1 1
1 0.33
1 1
1 1
1 0.5
1 1
1 1
No
No
0.33
1
1
1
1
1
1
1
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y 1
K Brace Diags X Y 0.33
K Factors1 Single Girts Diags
Horiz.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 54.0000-49.00 1 0.5 1 1 1 00 T12 No No 0.33 1 1 1 1 0.5 1 1 49.0000-44.00 1 0.33 1 1 0.5 1 0.5 00 T13 No No 0.33 1 1 1 1 1 1 1 44.0000-39.00 1 0.33 1 0.5 1 1 1 00 T14 No No 0.33 1 1 1 1 0.5 1 1 39.0000-34.00 1 0.33 1 1 0.5 1 0.25 00 T15 No No 0.33 1 1 1 0.5 1 1 1 34.0000-29.00 1 0.33 1 0.25 1 1 1 00 T16 No No 0.33 1 1 1 1 0.5 1 1 29.0000-24.00 1 0.33 1 1 0.25 1 1 00 T17 No No 0.33 1 1 1 0.5 1 1 1 24.0000-19.00 1 0.33 1 0.25 1 1 1 00 T18 No No 0.33 1 1 1 1 0.5 1 1 19.0000-14.00 1 0.33 1 1 0.25 1 1 00 T19 No No 0.25 1 1 1 0.5 1 1 1 14.0000-7.000 1 0.25 1 0.25 1 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T20 1 0.25 1 1 0.16 1 0.25 7.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) Tower Elevation m
T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Leg
9 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
10 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
12:22:04 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
8
16 A394T0
16 A394T0
8
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
2
16 A394T0
2
16 A394T0
16 A394T0
2
16 A394T0
2
12
16 A394T0
2
16 A394T0
16 A394T0
12
16 A394T0
2
Sleeve SS
16 A394T0
16
16 A394T0
Sleeve SS
16 A394T0
16
Sleeve SS
16 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
10
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
19 A394T0
10
16 A394T0
3
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
10
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
4
2
2
0
2
0
0
Project
12:22:04 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T19 Sleeve SS 14.0000-7.000 0 T20 Sleeve SS 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Leg Connection Type
11 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
19 A394T0
10
10
Top Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
3
3
Bottom Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
0
2
Mid Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
0
0
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
16 A394T0
0
0
Bolt Size mm 16 A394T0
No.
16 A394T0
3
0
Bolt Size mm 16 A394T0
No.
16 A394T0
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 106.0000 - 0.0000
1
1
Clear Spacing mm 32
Width or Perimeter Diameter mm mm 32
Weight kglm 0.86
D
No
Ar (CfAe)
103.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
99.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
91.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
84.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
81.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
75.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
71.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
67.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
64.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
56.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
52.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
31.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
53.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
47.0000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
42.5000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
39.0000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
35.5000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
33.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
24.0000 - 0.0000
2
2
28
28
0.80
0
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
(2 ANT MW E) 7/8 (1 ANT MW E) 1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)
Face Allow or Shield Leg
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
m
Clear Spacing mm
T1
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm
Weight kglm
C
No
Ar (CfAe)
19.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
108.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
107.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
106.0000 - 0.0000
1
1
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
12 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Tower Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 12.95 4.32 0.00 0.00 15.54 12.95 0.00 0.00 15.54 21.58 0.00 0.00 15.54 29.35 0.00 0.00 15.54 38.84 0.00 0.00 15.54 44.02 0.00 0.00 16.40 50.92 0.00 0.00 24.17 51.79 0.00 0.00 12.95 25.89 0.00 0.00 14.67 25.89 0.00 0.00 31.70
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Section
Tower Elevation m
T12
49.0000-44.0000
T13
44.0000-39.0000
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
Page
Job
13 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 43.16 0.00 0.00 39.05 43.16 0.00 0.00 47.89 43.16 0.00 0.00 59.54 43.16 0.00 0.00 67.29 43.16 0.00 0.00 70.69 43.16 0.00 0.00 78.72 43.16 0.00 0.00 82.74 43.16 0.00 0.00 115.84 60.42 0.00 0.00 115.84 60.42
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 108.0000-102.0000 102.0000-96.0000 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000
mm 70 81 78 76 74 73 75 108 109 138 205 285 363 447 516
mm 23 67 109 144 185 207 234 231 218 242 278 317 332 331 339
CPX Ice mm 70 81 78 76 74 73 75 108 109 138 205 285 363 447 516
CPZ Ice mm 23 67 109 144 185 207 234 231 218 242 278 317 332 331 339
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
14 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
12:22:04 10/23/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section
Elevation
CPX
CPZ
T16 T17 T18 T19 T20
m 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
mm 574 595 683 825 904
mm 359 335 366 442 485
CPX Ice mm 574 595 683 825 904
Ing. C. Londoño M.
CPZ Ice mm 359 335 366 442 485
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 108.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Fx
Fz
Wind Force
kg
kg
kg
0.00 0.00
0.00 0.00
CAAC m2 0.0000 0.0000
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m
B
From Face
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
15 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m
A
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
16 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m
D
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
17 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
A
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
59.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.0000
No Ice
0.3000
0.0800
24.00
0.0000
54.0000
No Ice
0.3000
0.0800
24.00
0.0000
52.0000
No Ice
0.3000
0.0800
24.00
0.0000
34.0000
No Ice
0.3000
0.0800
24.00
0.0000
31.0000
No Ice
0.3000
0.0800
24.00
0.0000
108.0000
No Ice
0.4750
0.2600
10.00
0.0000
108.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
106.0000
No Ice
0.4750
0.2600
10.00
0.0000
106.0000
No Ice
0.4750
0.2600
10.00
0.0000
108.0000
No Ice
0.4750
0.2600
10.00
Page
Job
RISATower
18 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Dishes Description
Face or Leg
Dish Type
Offset Type
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) P3F-52 (1 ANT MW Ø0.90m E) HP8-102 (1 ANT MW Ø2.40m E) HP10-105 (1 ANT MW Ø3.0m E) 6 FT DISH (1 ANT MW Ø1.80m E) 4 FT DISH (1 ANT MW Ø1.20m E)
A
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/Shroud (HP)
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/o Radome
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
D
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
D
Paraboloid w/Shroud (HP)
From Leg
B
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 53.0000
m 3.0480
No Ice
m2 7.2966
kg 143.79
Worst
42.5000
3.0480
No Ice
7.2966
143.79
Worst
42.5000
3.0480
No Ice
7.2966
143.79
Worst
47.0000
3.0480
No Ice
7.2966
143.79
Worst
47.0000
3.0480
No Ice
7.2966
143.79
Worst
39.0000
3.0480
No Ice
7.2966
143.79
Worst
39.0000
3.0480
No Ice
7.2966
143.79
Worst
35.5000
0.9144
No Ice
0.6596
40.82
Worst
33.0000
2.4384
No Ice
4.6693
113.85
Worst
24.0000
3.0480
No Ice
7.2966
143.79
Worst
24.0000
1.8288
No Ice
2.6264
64.86
Worst
19.0000
1.2192
No Ice
1.1669
77.11
Tower Pressures - No Ice GH = 1.077 Section Elevation
z
m T1 108.0000-102. 0000 T2
KZ
qz
AG
m 105.0000
1.955
kPa 1.33
m2 18.337
99.0000
1.922
1.31
18.337
F a c e A B C D A
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420
m2 0.000 0.000 0.476 0.159 0.000
m2 1.219
1.219
Leg %
50.38 50.38 42.09 47.27 50.38
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 102.0000-96.0 000
m
KZ
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
z
19 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T3 96.0000-90.00 00
93.0000
1.888
1.29
18.337
T4 90.0000-84.00 00
87.0000
1.852
1.26
18.337
T5 84.0000-78.00 00
81.0000
1.815
1.24
18.337
T6 78.0000-72.00 00
75.0000
1.775
1.21
18.345
T7 72.0000-66.00 00
69.0000
1.734
1.18
18.345
T8 66.0000-60.00 00
63.0000
1.689
1.15
18.345
T9 60.0000-57.00 00
58.5000
1.654
1.13
10.054
T10 57.0000-54.00 00
55.5000
1.629
1.11
11.815
T11 54.0000-49.00 00
51.5000
1.595
1.09
23.669
T12 49.0000-44.00 00
46.5000
1.549
1.06
28.559
T13 44.0000-39.00 00
41.5000
1.499
1.02
33.452
T14 39.0000-34.00 00
36.5000
1.445
0.98
38.408
T15 34.0000-29.00 00
31.5000
1.386
0.94
43.298
T16 29.0000-24.00 00
26.5000
1.319
0.90
48.188
T17
21.5000
1.242
0.85
53.080
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154
m2 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000
m2
1.219
1.219
1.219
1.219
1.219
1.219
0.615
0.615
1.282
1.282
1.282
1.539
1.539
1.539
1.539
Leg %
50.38 40.75 42.09 50.38 50.38 40.75 37.93 50.38 50.38 40.75 34.84 50.38 50.38 40.75 31.68 50.38 50.38 40.75 30.18 50.38 50.38 40.32 28.40 50.38 50.38 36.84 28.19 42.28 42.28 31.86 25.56 39.72 39.72 29.46 24.60 48.23 48.23 33.57 30.20 45.79 45.79 30.37 29.22 40.81 40.81 26.31 27.11 42.24 42.24 26.61 29.42 38.08 38.08 23.83 27.34 36.04 36.04 22.60 26.27 29.85
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 24.0000-19.00 00
m
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
z
20 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T18 19.0000-14.00 00
16.5000
1.152
0.79
57.973
T19 14.0000-7.000 0
10.5000
1.012
0.69
95.024
T20 7.0000-0.0000
3.5000
1
0.68
115.849
F a c e B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861
m2 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223
m2
Leg %
29.85 19.29 22.82 30.06 30.06 19.04 22.94 32.30 32.30 20.17 24.43 28.34 28.34 18.55 22.09
1.539
2.228
2.228
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Pressure - Service GH = 1.077 Section Elevation
z
KZ
qz
AG
m 105.0000
1.955
kPa 0.33
m2 18.337
T2 102.0000-96.0 000
99.0000
1.922
0.33
18.337
T3 96.0000-90.00 00
93.0000
1.888
0.32
18.337
T4 90.0000-84.00 00
87.0000
1.852
0.32
18.337
T5 84.0000-78.00 00
81.0000
1.815
0.31
18.337
T6 78.0000-72.00 00
75.0000
1.775
0.30
18.345
T7 72.0000-66.00 00
69.0000
1.734
0.30
18.345
T8 66.0000-60.00 00
63.0000
1.689
0.29
18.345
m T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420
m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905
m2 1.219
1.219
1.219
1.219
1.219
1.219
1.219
1.219
Leg %
50.38 50.38 42.09 47.27 50.38 50.38 40.75 42.09 50.38 50.38 40.75 37.93 50.38 50.38 40.75 34.84 50.38 50.38 40.75 31.68 50.38 50.38 40.75 30.18 50.38 50.38 40.32 28.40 50.38 50.38 36.84 28.19
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
m 58.5000
1.654
kPa 0.28
m2 10.054
T10 57.0000-54.00 00
55.5000
1.629
0.28
11.815
T11 54.0000-49.00 00
51.5000
1.595
0.27
23.669
T12 49.0000-44.00 00
46.5000
1.549
0.26
28.559
T13 44.0000-39.00 00
41.5000
1.499
0.26
33.452
T14 39.0000-34.00 00
36.5000
1.445
0.25
38.408
T15 34.0000-29.00 00
31.5000
1.386
0.24
43.298
T16 29.0000-24.00 00
26.5000
1.319
0.22
48.188
T17 24.0000-19.00 00
21.5000
1.242
0.21
53.080
T18 19.0000-14.00 00
16.5000
1.152
0.20
57.973
T19 14.0000-7.000 0
10.5000
1.012
0.17
95.024
T20 7.0000-0.0000
3.5000
1
0.17
115.849
T9 60.0000-57.00 00
12:22:04 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
z
21 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
Leg %
m2 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861
m2 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223
m2 0.615
0.615
1.282
1.282
1.282
1.539
1.539
1.539
1.539
1.539
2.228
2.228
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
42.28 42.28 31.86 25.56 39.72 39.72 29.46 24.60 48.23 48.23 33.57 30.20 45.79 45.79 30.37 29.22 40.81 40.81 26.31 27.11 42.24 42.24 26.61 29.42 38.08 38.08 23.83 27.34 36.04 36.04 22.60 26.27 29.85 29.85 19.29 22.82 30.06 30.06 19.04 22.94 32.30 32.30 20.17 24.43 28.34 28.34 18.55 22.09
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Forces - No Ice - Wind Normal To Face Section Elevation m T1 108.0000-102.
Add Weight kg 17.26
Self Weight kg 886.77
F a c e A B
e
0.132 0.132
CF
3.291 3.291
RR
0.579 0.579
DF
DR
1 1
1 1
AE
F
m2 2.420 2.420
kg 1250.67
w
kglm 208.45
Ctrl. Face
C
RISATower I . P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
0000 T2 102.0000-96.0 000
28.48
860.10
T3 96.0000-90.00 00
37.11
886.77
T4 90.0000-84.00 00
44.88
886.77
T5 84.0000-78.00 00
54.38
913.02
T6 78.0000-72.00 00
59.56
1054.49
T7 72.0000-66.00 00
67.32
1054.49
T8 66.0000-60.00 00
75.96
1054.49
T9 60.0000-57.00 00
38.84
556.19
T10 57.0000-54.00 00
40.57
593.82
T11 54.0000-49.00 00
74.85
1097.94
T12 49.0000-44.00 00
82.21
1265.32
T13 44.0000-39.00 00
91.05
1336.82
T14 39.0000-34.00 00
102.70
1626.78
T15 34.0000-29.00 00
110.45
1586.80
T16 29.0000-24.00
113.84
1686.83
22 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:22:04 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165 0.234 0.132 0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13 0.089 0.089
CF
RR
3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136 2.838 3.291 3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301 3.509 3.509
0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584 0.598 0.579 0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579 0.574 0.574
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Designed by
Ing. C. Londoño M.
AE
F
w
Ctrl. Face
m2 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 2.420 2.420 2.754 3.056 2.420 2.420 2.754 3.267 2.420 2.420 2.754 3.383 2.420 2.420 2.772 3.540 2.420 2.420 2.942 3.560 1.455 1.455 1.736 2.026 1.549 1.549 1.866 2.114 2.658 2.658 3.335 3.589 2.800 2.800 3.626 3.724 3.142 3.142 4.147 4.063 3.642 3.642 4.887 4.562 4.040 4.040 5.444 4.958 4.269 4.269
kg
kglm
1245.85
207.64
C
1259.70
209.95
D
1279.67
213.28
D
1304.10
217.35
D
1301.90
216.98
D
1304.29
217.38
D
1274.79
212.47
D
706.60
235.53
D
755.53
251.84
D
1315.75
263.15
D
1376.69
275.34
D
1501.61
300.32
C
1693.41
338.68
C
1812.63
362.53
C
1840.71
368.14
C
RISATower I . P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T17 24.0000-19.00 00
121.88
2098.02
T18 19.0000-14.00 00
125.90
2073.43
T19 14.0000-7.000 0
176.26
3085.21
T20 7.0000-0.0000
176.26
3976.14
Sum Weight:
1639.76
28580.19
23 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:22:04 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D
e
0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087
CF
RR
3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517
0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM
AE m2 5.742 5.186 5.154 5.154 6.795 6.072 5.118 5.118 6.835 6.034 6.898 6.898 9.290 8.175 7.861 7.861 10.247 9.136 1411097 kg-m
Designed by
Ing. C. Londoño M.
F
w
Ctrl. Face
kg
kglm
2025.07
405.01
C
1919.19
383.84
C
2371.78
338.83
C
2632.75
376.11
C
30172.69
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
Self Weight
kg 17.26
kg 886.77
T2 102.0000-96.0 000
28.48
860.10
T3 96.0000-90.00 00
37.11
886.77
T4 90.0000-84.00 00
44.88
886.77
T5 84.0000-78.00 00
54.38
913.02
T6 78.0000-72.00 00
59.56
1054.49
T7 72.0000-66.00 00
67.32
1054.49
T8
75.96
1054.49
m T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
e
0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165 0.234 0.132
CF
RR
DF
DR
3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136 2.838 3.291
0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584 0.598 0.579
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124 1.176 1.099
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124 1.176 1.099
AE
F
w
Ctrl. Face
m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 2.660 2.660 3.091 3.493 2.660 2.660 3.091 3.781 2.660 2.660 3.091 3.942 2.660 2.660 3.115 4.162 2.660
kg 1398.84
kglm 233.14
C
1398.29
233.05
C
1425.29
237.55
D
1462.84
243.81
D
1509.41
251.57
D
1516.91
252.82
D
1533.24
255.54
D
1500.21
250.04
D
RISATower I . P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m 66.0000-60.00 00
kg
kg
T9 60.0000-57.00 00
38.84
556.19
T10 57.0000-54.00 00
40.57
593.82
T11 54.0000-49.00 00
74.85
1097.94
T12 49.0000-44.00 00
82.21
1265.32
T13 44.0000-39.00 00
91.05
1336.82
T14 39.0000-34.00 00
102.70
1626.78
T15 34.0000-29.00 00
110.45
1586.80
T16 29.0000-24.00 00
113.84
1686.83
T17 24.0000-19.00 00
121.88
2098.02
T18 19.0000-14.00 00
125.90
2073.43
T19 14.0000-7.000 0
176.26
3085.21
T20 7.0000-0.0000
176.26
3976.14
Sum Weight:
1639.76
28580.19
24 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:22:04 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13 0.089 0.089 0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087
CF
RR
DF
DR
3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301 3.509 3.509 3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517
0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579 0.574 0.574 0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574
1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065
1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065 OTM
AE m2 2.660 3.340 4.190 1.613 1.613 1.986 2.390 1.702 1.702 2.113 2.450 2.882 2.882 3.739 4.072 3.006 3.006 4.028 4.153 3.363 3.363 4.601 4.494 3.901 3.901 5.438 5.028 4.323 4.323 6.053 5.442 4.553 4.553 6.350 5.658 5.530 5.530 7.560 6.651 5.457 5.457 7.550 6.557 7.273 7.273 10.099 8.763 8.261 8.261 11.043 9.733 1602857 kg-m
F
w
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
833.53
277.84
D
875.52
291.84
D
1492.76
298.55
D
1535.31
307.06
D
1665.67
333.13
C
1884.61
376.92
C
2015.31
403.06
C
2035.74
407.15
C
2253.26
450.65
C
2119.79
423.96
C
2578.52
368.36
C
2837.40
405.34
C
33872.46
Tower Forces - Service - Wind Normal To Face
RISATower I . P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg 17.26
kg 886.77
T2 102.0000-96.0 000
28.48
860.10
T3 96.0000-90.00 00
37.11
886.77
T4 90.0000-84.00 00
44.88
886.77
T5 84.0000-78.00 00
54.38
913.02
T6 78.0000-72.00 00
59.56
1054.49
T7 72.0000-66.00 00
67.32
1054.49
T8 66.0000-60.00 00
75.96
1054.49
T9 60.0000-57.00 00
38.84
556.19
T10 57.0000-54.00 00
40.57
593.82
T11 54.0000-49.00 00
74.85
1097.94
T12 49.0000-44.00 00
82.21
1265.32
T13 44.0000-39.00 00
91.05
1336.82
T14 39.0000-34.00 00
102.70
1626.78
T15 34.0000-29.00 00
110.45
1586.80
T1 108.0000-102. 0000
25 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:22:04 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165 0.234 0.132 0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13
CF
RR
3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136 2.838 3.291 3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301
0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584 0.598 0.579 0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 2.420 2.420 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 2.420 2.420 2.754 3.056 2.420 2.420 2.754 3.267 2.420 2.420 2.754 3.383 2.420 2.420 2.772 3.540 2.420 2.420 2.942 3.560 1.455 1.455 1.736 2.026 1.549 1.549 1.866 2.114 2.658 2.658 3.335 3.589 2.800 2.800 3.626 3.724 3.142 3.142 4.147 4.063 3.642 3.642 4.887 4.562 4.040 4.040 5.444 4.958
kg 312.67
kglm 52.11
C
311.46
51.91
C
314.92
52.49
D
319.92
53.32
D
326.03
54.34
D
325.48
54.25
D
326.07
54.35
D
318.70
53.12
D
176.65
58.88
D
188.88
62.96
D
328.94
65.79
D
344.17
68.83
D
375.40
75.08
C
423.35
84.67
C
453.16
90.63
C
Project
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Self Weight
kg 113.84
kg 1686.83
T17 24.0000-19.00 00
121.88
2098.02
T18 19.0000-14.00 00
125.90
2073.43
T19 14.0000-7.000 0
176.26
3085.21
T20 7.0000-0.0000
176.26
3976.14
Sum Weight:
1639.76
28580.19
T16 29.0000-24.00 00
12:22:04 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Add Weight
26 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
F a c e A B C D A B C D A B C D A B C D A B C D
e
0.089 0.089 0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087
CF
RR
3.509 3.509 3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517
0.574 0.574 0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 4.269 4.269 5.742 5.186 5.154 5.154 6.795 6.072 5.118 5.118 6.835 6.034 6.898 6.898 9.290 8.175 7.861 7.861 10.247 9.136 352774 kg-m
kg 460.18
kglm 92.04
C
506.27
101.25
C
479.80
95.96
C
592.95
84.71
C
658.19
94.03
C
7543.17
Tower Forces - Service - Wind 45 To Face Section Elevation m
Add Weight
Self Weight
kg 17.26
kg 886.77
T2 102.0000-96.0 000
28.48
860.10
T3 96.0000-90.00 00
37.11
886.77
T4 90.0000-84.00 00
44.88
886.77
T5 84.0000-78.00 00
54.38
913.02
T6 78.0000-72.00 00
59.56
1054.49
T7 72.0000-66.00 00
67.32
1054.49
T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165
CF
3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136
RR
0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584
DF
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124
DR
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124
AE
F
w
Ctrl. Face
m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 2.660 2.660 3.091 3.493 2.660 2.660 3.091 3.781 2.660 2.660 3.091 3.942 2.660 2.660 3.115
kg 349.71
kglm 58.28
C
349.57
58.26
C
356.32
59.39
D
365.71
60.95
D
377.35
62.89
D
379.23
63.20
D
383.31
63.88
D
RISATower I . P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T8 66.0000-60.00 00
75.96
1054.49
T9 60.0000-57.00 00
38.84
556.19
T10 57.0000-54.00 00
40.57
593.82
T11 54.0000-49.00 00
74.85
1097.94
T12 49.0000-44.00 00
82.21
1265.32
T13 44.0000-39.00 00
91.05
1336.82
T14 39.0000-34.00 00
102.70
1626.78
T15 34.0000-29.00 00
110.45
1586.80
T16 29.0000-24.00 00
113.84
1686.83
T17 24.0000-19.00 00
121.88
2098.02
T18 19.0000-14.00 00
125.90
2073.43
T19 14.0000-7.000 0
176.26
3085.21
T20 7.0000-0.0000
176.26
3976.14
Sum Weight:
1639.76
28580.19
27 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:22:04 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.234 0.132 0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13 0.089 0.089 0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087
CF
RR
DF
DR
2.838 3.291 3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301 3.509 3.509 3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517
0.598 0.579 0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579 0.574 0.574 0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574
1.176 1.099 1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065
1.176 1.099 1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065 OTM
AE
F
w
m2 4.162 2.660 2.660 3.340 4.190 1.613 1.613 1.986 2.390 1.702 1.702 2.113 2.450 2.882 2.882 3.739 4.072 3.006 3.006 4.028 4.153 3.363 3.363 4.601 4.494 3.901 3.901 5.438 5.028 4.323 4.323 6.053 5.442 4.553 4.553 6.350 5.658 5.530 5.530 7.560 6.651 5.457 5.457 7.550 6.557 7.273 7.273 10.099 8.763 8.261 8.261 11.043 9.733 400714 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
375.05
62.51
D
208.38
69.46
D
218.88
72.96
D
373.19
74.64
D
383.83
76.77
D
416.42
83.28
C
471.15
94.23
C
503.83
100.77
C
508.94
101.79
C
563.32
112.66
C
529.95
105.99
C
644.63
92.09
C
709.35
101.34
C
8468.12
Page
Job
RISATower
28 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Mast Vectors - No Ice Section No. T1
Section Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
T12
49.0000-44.0000
T13
44.0000-39.0000
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
F
Wind Normal
kg 1250.67
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
1398.84 1250.67 1245.85 1398.29 1245.85 1259.70 1425.29 1259.70 1279.67 1462.84 1279.67 1304.10 1509.41 1304.10 1301.90 1516.91 1301.90 1304.29 1533.24 1304.29 1274.79 1500.21 1274.79 706.60 833.53 706.60 755.53 875.52 755.53 1315.75 1492.76 1315.75 1376.69 1535.31 1376.69 1501.61 1665.67 1501.61 1693.41 1884.61 1693.41 1812.63 2015.31 1812.63 1840.71 2035.74 1840.71 2025.07 2253.26 2025.07 1919.19 2119.79 1919.19 2371.78 2578.52 2371.78
Vx
Vz
kg
OTMx
OTMz kg-m
0.00
kg -1250.67
kg-m -131314
989.13 1250.67 0.00 988.74 1245.85 0.00 1007.83 1259.70 0.00 1034.38 1279.67 0.00 1067.31 1304.10 0.00 1072.61 1301.90 0.00 1084.16 1304.29 0.00 1060.81 1274.79 0.00 589.39 706.60 0.00 619.09 755.53 0.00 1055.54 1315.75 0.00 1085.63 1376.69 0.00 1177.81 1501.61 0.00 1332.62 1693.41 0.00 1425.04 1812.63 0.00 1439.49 1840.71 0.00 1593.30 2025.07 0.00 1498.92 1919.19 0.00 1823.29 2371.78
-989.13 0.00 -1245.85 -988.74 0.00 -1259.70 -1007.83 0.00 -1279.67 -1034.38 0.00 -1304.10 -1067.31 0.00 -1301.90 -1072.61 0.00 -1304.29 -1084.16 0.00 -1274.79 -1060.81 0.00 -706.60 -589.39 0.00 -755.53 -619.09 0.00 -1315.75 -1055.54 0.00 -1376.69 -1085.63 0.00 -1501.61 -1177.81 0.00 -1693.41 -1332.62 0.00 -1812.63 -1425.04 0.00 -1840.71 -1439.49 0.00 -2025.07 -1593.30 0.00 -1919.19 -1498.92 0.00 -2371.78 -1823.29 0.00
-103852 7 -123319 -97866 20 -117119 -93696 33 -111286 -89947 44 -105574 -86393 59 -97576 -80379 67 -89919 -74730 77 -80233 -66753 79 -41293 -34436 43 -41881 -34309 51 -67660 -54259 101 -63893 -50359 122 -62173 -48735 144 -61645 -48476 165 -56912 -44703 186 -48572 -37940 207 -43311 -34028 228 -31418 -24483 249 -24495 -18736 408
Torque kg-m -20
88
-103878 -131340 -24 -97909 -123362 -24 -93752 -117175 -24 -90015 -111354 -24 -86476 -105656 -24 -80470 -97666 -25 -74832 -90021 -37 -66868 -80349 -22 -34501 -41358 -29 -34388 -41961 -75 -54435 -67836 -111 -50593 -64127 -160 -49039 -62476 -227 -48868 -62037 -290 -45179 -57388 -339 -38485 -49118 -416 -34672 -43955 -477 -25210 -32144 -783 -19927 -25687
92 29 101 146 84 99 189 137 98 228 185 97 277 242 95 300 269 98 335 305 138 360 295 77 193 154 104 235 183 269 510 366 392 653 436 546 819 499 756 1036 561 936 1219 614 1056 1343 661 1205 1482 679 1311 1573 703 1957 2311 1049
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T20
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation m 7.0000-0.0000
29 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 0 45 90
Directionality
F
Vx
kg 2632.75 2837.40 2632.75
Wind Normal Wind 90 Wind Normal
Vz
kg 0.00 2006.35 2632.75
kg -2632.75 -2006.35 0.00
OTMx
OTMz
kg-m -8716 -6524 498
kg-m
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Torque
-955 -7977 -10170
kg-m 2381 2787 1276
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 23951.45 30172.69
Vz kg -30172.69 -23951.45 0.00
OTMx
OTMz
Torque
kg-m -1408311 -1130605 2787
kg-m
kg-m
-4082 -1137473 -1415179
11803 16089 8727
Mast Vectors - Service Section No. T1
Section Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
F
Vx
Vz
OTMx
OTMz
kg 312.67
kg
Wind Normal
kg -312.67
kg-m -32824
kg-m
0.00
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
349.71 312.67 311.46 349.57 311.46 314.92 356.32 314.92 319.92 365.71 319.92 326.03 377.35 326.03 325.48 379.23 325.48 326.07 383.31 326.07 318.70 375.05 318.70 176.65 208.38 176.65 188.88 218.88 188.88 328.94 373.19 328.94
247.28 312.67 0.00 247.19 311.46 0.00 251.96 314.92 0.00 258.60 319.92 0.00 266.83 326.03 0.00 268.15 325.48 0.00 271.04 326.07 0.00 265.20 318.70 0.00 147.35 176.65 0.00 154.77 188.88 0.00 263.89 328.94
-247.28 0.00 -311.46 -247.19 0.00 -314.92 -251.96 0.00 -319.92 -258.60 0.00 -326.03 -266.83 0.00 -325.48 -268.15 0.00 -326.07 -271.04 0.00 -318.70 -265.20 0.00 -176.65 -147.35 0.00 -188.88 -154.77 0.00 -328.94 -263.89 0.00
-25958 7 -30815 -24452 20 -29255 -23399 33 -27788 -22453 44 -26349 -21554 59 -24344 -20045 67 -22422 -18625 77 -19999 -16629 79 -10291 -8577 43 -10432 -8539 51 -16839 -13489 101
Torque kg-m -20
22
-25984 -32850 -24 -24495 -30858 -24 -23456 -29311 -24 -22521 -27856 -24 -21637 -26432 -24 -20135 -24434 -25 -18727 -22524 -37 -16744 -20115 -22 -8641 -10356 -29 -8619 -10512 -75 -13665 -17015
23 7 25 37 21 25 47 34 24 57 46 24 69 60 24 75 67 25 84 76 34 90 74 19 48 39 26 59 46 67 128 92
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T12 T13
44.0000-39.0000
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation m 49.0000-44.0000
30 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
F
Vx
Vz
OTMx
OTMz
Torque
kg 344.17 383.83 344.17 375.40 416.42 375.40 423.35 471.15 423.35 453.16 503.83 453.16 460.18 508.94 460.18 506.27 563.32 506.27 479.80 529.95 479.80 592.95 644.63 592.95 658.19 709.35 658.19
kg
kg -344.17 -271.41 0.00 -375.40 -294.45 0.00 -423.35 -333.16 0.00 -453.16 -356.26 0.00 -460.18 -359.87 0.00 -506.27 -398.32 0.00 -479.80 -374.73 0.00 -592.95 -455.82 0.00 -658.19 -501.59 0.00
kg-m -15882 -12498 122 -15436 -12076 144 -15288 -11996 165 -14089 -11036 186 -11988 -9330 207 -10657 -8336 228 -7668 -5934 249 -5818 -4378 408 -1805 -1257 498
kg-m
kg-m
0.00 271.41 344.17 0.00 294.45 375.40 0.00 333.16 423.35 0.00 356.26 453.16 0.00 359.87 460.18 0.00 398.32 506.27 0.00 374.73 479.80 0.00 455.82 592.95 0.00 501.59 658.19
-111 -12732 -16115 -160 -12379 -15739 -227 -12387 -15680 -290 -11512 -14564 -339 -9875 -12533 -416 -8980 -11300 -477 -6660 -8394 -783 -5569 -7009 -955 -2711 -3259
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -7543.17 -5987.86 0.00
kg-m -349988 -280561 2787
kg-m
kg-m
0.00 5987.86 7543.17
-4082 -287430 -356856
2951 4022 2182
Discrete Appurtenance Pressures - No Ice Description
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m
Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00
Offsetx
Offsetz
m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000
m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000
z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000
Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925
qz kPa 1.34 1.34 1.34 1.34 1.33 1.33 1.33 1.33 1.31 1.31
GH = 1.077
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
98 163 109 136 205 125 189 259 140 234 305 154 264 336 165 301 371 170 328 393 176 489 578 262 595 697 319
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000 315.0000 45.0000 135.0000 225.0000 45.0000 135.0000 225.0000 Sum Weight:
Page
Job
31 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 2154.00
Offsetx
Offsetz
m 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485 -2.2071 2.2071 2.3485 -2.3485 2.2071 2.3485 -2.3485
m 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485 -2.2071 -2.2071 2.3485 2.3485 -2.2071 2.3485 2.3485
z m 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000 107.0000 107.0000 107.0000 107.0000 106.0000 106.0000 108.0000
Kz 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970 1.965 1.965 1.965 1.965 1.960 1.960 1.970
qz kPa 1.31 1.31 1.30 1.30 1.30 1.30 1.28 1.28 1.28 1.28 1.27 1.27 1.27 1.27 1.25 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.21 1.21 1.21 1.21 1.19 1.19 1.19 1.19 1.17 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.13 1.11 1.10 1.09 0.97 0.94 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
Discrete Appurtenance Vectors - No Ice
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Page
Job
RISATower
32 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.87 70.53
Vz
kg 14.69 10.39 0.00
OTMx
kg 0.00 49.87 70.53
OTMz
kg-m -14.69 -10.39 0.00
Torque
kg-m -1565 -1107 0
kg-m 84 -5228 -7428
-31 -22 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 70.53 49.87 0.00
Vz
kg 0.00 10.39 14.69
OTMx
kg 0.00 10.39 14.69
OTMz
kg-m -70.53 -49.87 0.00
Torque
kg-m -7596 -5396 -84
kg-m 0 -1107 -1565
0 -22 -31
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.87 70.53
Vz
kg 14.69 10.39 0.00
OTMx
kg 0.00 49.87 70.53
OTMz
kg-m -14.69 -10.39 0.00
Torque
kg-m -1565 -1107 0
kg-m -84 -5396 -7596
31 22 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 70.53 49.87 0.00
Vz
kg 0.00 10.39 14.69
OTMx
kg 0.00 10.39 14.69
OTMz
kg-m -70.53 -49.87 0.00
Torque
kg-m -7428 -5228 84
kg-m 0 -1107 -1565
0 22 31
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.47 69.96
Vz
kg 14.57 10.31 0.00
OTMx
kg 0.00 49.47 69.96
OTMz
kg-m -14.57 -10.31 0.00
Torque
kg-m -1508 -1067 0
kg-m 84 -5036 -7157
-31 -22 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 69.96 49.47 0.00
Vz
kg 0.00 10.31 14.57
OTMx
kg 0.00 10.31 14.57
OTMz
kg-m -69.96 -49.47 0.00
Torque
kg-m -7325 -5204 -84
kg-m 0 -1067 -1508
0 -22 -31
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 0.00
Vz
kg 14.57
OTMx
kg 0.00
OTMz
kg-m -14.57
Torque
kg-m -1508
kg-m -84
31
Page
Job
RISATower
33 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 49.47 69.96
Vz
kg 10.31 0.00
OTMx
kg 49.47 69.96
OTMz
kg-m -10.31 0.00
Torque
kg-m -1067 0
kg-m -5204 -7325
22 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D
Fs
kg
0 45 90
Vx
kg 69.96 49.47 0.00
Vz
kg 0.00 10.31 14.57
OTMx
kg 0.00 10.31 14.57
OTMz
kg-m -69.96 -49.47 0.00
Torque
kg-m -7157 -5036 84
kg-m 0 -1067 -1508
0 22 31
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.91 69.17
Vz
kg 14.41 10.19 0.00
OTMx
kg 0.00 48.91 69.17
OTMz
kg-m -14.41 -10.19 0.00
Torque
kg-m -1434 -1014 0
kg-m 84 -4783 -6799
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 69.17 48.91 0.00
Vz
kg 0.00 10.19 14.41
OTMx
kg 0.00 10.19 14.41
OTMz
kg-m -69.17 -48.91 0.00
Torque
kg-m -6967 -4951 -84
kg-m 0 -1014 -1434
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.91 69.17
Vz
kg 14.41 10.19 0.00
OTMx
kg 0.00 48.91 69.17
OTMz
kg-m -14.41 -10.19 0.00
Torque
kg-m -1434 -1014 0
kg-m -84 -4951 -6967
30 21 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 69.17 48.91 0.00
Vz
kg 0.00 10.19 14.41
OTMx
kg 0.00 10.19 14.41
OTMz
kg-m -69.17 -48.91 0.00
Torque
kg-m -6799 -4783 84
kg-m 0 -1014 -1434
0 21 30
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 48.49
Vz
kg 14.29 10.10
OTMx
kg 0.00 48.49
OTMz
kg-m -14.29 -10.10
Torque
kg-m -1379 -975
kg-m 84 -4595
-30 -21
Page
Job
RISATower
34 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 68.57
Vz
kg 0.00
OTMx
kg 68.57
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -6533
0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B
Fs
kg
0 45 90
Vx
kg 68.57 48.49 0.00
Vz
kg 0.00 10.10 14.29
OTMx
kg 0.00 10.10 14.29
OTMz
kg-m -68.57 -48.49 0.00
Torque
kg-m -6701 -4763 -84
kg-m 0 -975 -1379
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.49 68.57
Vz
kg 14.29 10.10 0.00
OTMx
kg 0.00 48.49 68.57
OTMz
kg-m -14.29 -10.10 0.00
Torque
kg-m -1379 -975 0
kg-m -84 -4763 -6701
30 21 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 68.57 48.49 0.00
Vz
kg 0.00 10.10 14.29
OTMx
kg 0.00 10.10 14.29
OTMz
kg-m -68.57 -48.49 0.00
Torque
kg-m -6533 -4595 84
kg-m 0 -975 -1379
0 21 30
2 ANT TV 0.30x2.0m - Elevation 91 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.68 67.43
Vz
kg 14.05 9.93 0.00
OTMx
kg 0.00 47.68 67.43
OTMz
kg-m -14.05 -9.93 0.00
Torque
kg-m -1278 -904 0
kg-m 84 -4255 -6052
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 67.43 47.68 0.00
Vz
kg 0.00 9.93 14.05
OTMx
kg 0.00 9.93 14.05
OTMz
kg-m -67.43 -47.68 0.00
Torque
kg-m -6220 -4423 -84
kg-m 0 -904 -1278
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 47.68
Vz
kg 14.05 9.93
OTMx
kg 0.00 47.68
OTMz
kg-m -14.05 -9.93
Torque
kg-m -1278 -904
kg-m -84 -4423
30 21
Page
Job
RISATower
35 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 67.43
Vz
kg 0.00
OTMx
kg 67.43
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -6220
0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face D
Fs
kg
0 45 90
Vx
kg 67.43 47.68 0.00
Vz
kg 0.00 9.93 14.05
OTMx
kg 0.00 9.93 14.05
OTMz
kg-m -67.43 -47.68 0.00
Torque
kg-m -6052 -4255 84
kg-m 0 -904 -1278
0 21 30
2 ANT TV 0.30x2.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.23 66.79
Vz
kg 13.91 9.84 0.00
OTMx
kg 0.00 47.23 66.79
OTMz
kg-m -13.91 -9.84 0.00
Torque
kg-m -1224 -866 0
kg-m 84 -4072 -5793
-29 -21 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 66.79 47.23 0.00
Vz
kg 0.00 9.84 13.91
OTMx
kg 0.00 9.84 13.91
OTMz
kg-m -66.79 -47.23 0.00
Torque
kg-m -5961 -4240 -84
kg-m 0 -866 -1224
0 -21 -29
2 ANT TV 0.30x2.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.23 66.79
Vz
kg 13.91 9.84 0.00
OTMx
kg 0.00 47.23 66.79
OTMz
kg-m -13.91 -9.84 0.00
Torque
kg-m -1224 -866 0
kg-m -84 -4240 -5961
29 21 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 66.79 47.23 0.00
Vz
kg 0.00 9.84 13.91
OTMx
kg 0.00 9.84 13.91
OTMz
kg-m -66.79 -47.23 0.00
Torque
kg-m -5793 -4072 84
kg-m 0 -866 -1224
0 21 29
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 46.60
Vz
kg 13.73 9.71
OTMx
kg 0.00 46.60
OTMz
kg-m -13.73 -9.71
Torque
kg-m -1153 -816
kg-m 84 -3831
-29 -20
Page
Job
RISATower
36 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 65.91
Vz
kg 0.00
OTMx
kg 65.91
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -5452
0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face B
Fs
kg
0 45 90
Vx
kg 65.91 46.60 0.00
Vz
kg 0.00 9.71 13.73
OTMx
kg 0.00 9.71 13.73
OTMz
kg-m -65.91 -46.60 0.00
Torque
kg-m -5620 -3999 -84
kg-m 0 -816 -1153
0 -20 -29
2 ANT TV 0.30x2.0m - Elevation 84 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 46.60 65.91
Vz
kg 13.73 9.71 0.00
OTMx
kg 0.00 46.60 65.91
OTMz
kg-m -13.73 -9.71 0.00
Torque
kg-m -1153 -816 0
kg-m -84 -3999 -5620
29 20 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 65.91 46.60 0.00
Vz
kg 0.00 9.71 13.73
OTMx
kg 0.00 9.71 13.73
OTMz
kg-m -65.91 -46.60 0.00
Torque
kg-m -5452 -3831 84
kg-m 0 -816 -1153
0 20 29
2 ANT TV 0.30x2.0m - Elevation 81 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 46.12 65.23
Vz
kg 13.59 9.61 0.00
OTMx
kg 0.00 46.12 65.23
OTMz
kg-m -13.59 -9.61 0.00
Torque
kg-m -1101 -778 0
kg-m 84 -3652 -5199
-29 -20 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 65.23 46.12 0.00
Vz
kg 0.00 9.61 13.59
OTMx
kg 0.00 9.61 13.59
OTMz
kg-m -65.23 -46.12 0.00
Torque
kg-m -5367 -3820 -84
kg-m 0 -778 -1101
0 -20 -29
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 46.12
Vz
kg 13.59 9.61
OTMx
kg 0.00 46.12
OTMz
kg-m -13.59 -9.61
Torque
kg-m -1101 -778
kg-m -84 -3820
29 20
Page
Job
RISATower
37 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 65.23
Vz
kg 0.00
OTMx
kg 65.23
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -5367
0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face D
Fs
kg
0 45 90
Vx
kg 65.23 46.12 0.00
Vz
kg 0.00 9.61 13.59
OTMx
kg 0.00 9.61 13.59
OTMz
kg-m -65.23 -46.12 0.00
Torque
kg-m -5199 -3652 84
kg-m 0 -778 -1101
0 20 29
2 ANT TV 0.30x2.0m - Elevation 75 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 45.12 63.81
Vz
kg 13.29 9.40 0.00
OTMx
kg 0.00 45.12 63.81
OTMz
kg-m -13.29 -9.40 0.00
Torque
kg-m -997 -705 0
kg-m 84 -3300 -4702
-28 -20 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 63.81 45.12 0.00
Vz
kg 0.00 9.40 13.29
OTMx
kg 0.00 9.40 13.29
OTMz
kg-m -63.81 -45.12 0.00
Torque
kg-m -4870 -3468 -84
kg-m 0 -705 -997
0 -20 -28
2 ANT TV 0.30x2.0m - Elevation 75 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 45.12 63.81
Vz
kg 13.29 9.40 0.00
OTMx
kg 0.00 45.12 63.81
OTMz
kg-m -13.29 -9.40 0.00
Torque
kg-m -997 -705 0
kg-m -84 -3468 -4870
28 20 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 63.81 45.12 0.00
Vz
kg 0.00 9.40 13.29
OTMx
kg 0.00 9.40 13.29
OTMz
kg-m -63.81 -45.12 0.00
Torque
kg-m -4702 -3300 84
kg-m 0 -705 -997
0 20 28
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 44.51
Vz
kg 13.11 9.27
OTMx
kg 0.00 44.51
OTMz
kg-m -13.11 -9.27
Torque
kg-m -938 -663
kg-m 84 -3098
-28 -19
Page
Job
RISATower
38 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 62.94
Vz
kg 0.00
OTMx
kg 62.94
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -4416
0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B
Fs
kg
0 45 90
Vx
kg 62.94 44.51 0.00
Vz
kg 0.00 9.27 13.11
OTMx
kg 0.00 9.27 13.11
OTMz
kg-m -62.94 -44.51 0.00
Torque
kg-m -4584 -3266 -84
kg-m 0 -663 -938
0 -19 -28
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 44.51 62.94
Vz
kg 13.11 9.27 0.00
OTMx
kg 0.00 44.51 62.94
OTMz
kg-m -13.11 -9.27 0.00
Torque
kg-m -938 -663 0
kg-m -84 -3266 -4584
28 19 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 62.94 44.51 0.00
Vz
kg 0.00 9.27 13.11
OTMx
kg 0.00 9.27 13.11
OTMz
kg-m -62.94 -44.51 0.00
Torque
kg-m -4416 -3098 84
kg-m 0 -663 -938
0 19 28
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.78 61.92
Vz
kg 12.90 9.12 0.00
OTMx
kg 0.00 43.78 61.92
OTMz
kg-m -12.90 -9.12 0.00
Torque
kg-m -871 -616 0
kg-m 84 -2871 -4095
-27 -19 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 61.92 43.78 0.00
Vz
kg 0.00 9.12 12.90
OTMx
kg 0.00 9.12 12.90
OTMz
kg-m -61.92 -43.78 0.00
Torque
kg-m -4263 -3039 -84
kg-m 0 -616 -871
0 -19 -27
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 43.78
Vz
kg 12.90 9.12
OTMx
kg 0.00 43.78
OTMz
kg-m -12.90 -9.12
Torque
kg-m -871 -616
kg-m -84 -3039
27 19
Page
Job
RISATower
39 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 61.92
Vz
kg 0.00
OTMx
kg 61.92
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -4263
0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D
Fs
kg
0 45 90
Vx
kg 61.92 43.78 0.00
Vz
kg 0.00 9.12 12.90
OTMx
kg 0.00 9.12 12.90
OTMz
kg-m -61.92 -43.78 0.00
Torque
kg-m -4095 -2871 84
kg-m 0 -616 -871
0 19 27
2 ANT TV 0.30x2.0m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.12 60.98
Vz
kg 12.70 8.98 0.00
OTMx
kg 0.00 43.12 60.98
OTMz
kg-m -12.70 -8.98 0.00
Torque
kg-m -813 -575 0
kg-m 84 -2676 -3819
-27 -19 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 60.98 43.12 0.00
Vz
kg 0.00 8.98 12.70
OTMx
kg 0.00 8.98 12.70
OTMz
kg-m -60.98 -43.12 0.00
Torque
kg-m -3987 -2844 -84
kg-m 0 -575 -813
0 -19 -27
2 ANT TV 0.30x2.0m - Elevation 64 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.12 60.98
Vz
kg 12.70 8.98 0.00
OTMx
kg 0.00 43.12 60.98
OTMz
kg-m -12.70 -8.98 0.00
Torque
kg-m -813 -575 0
kg-m -84 -2844 -3987
27 19 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 60.98 43.12 0.00
Vz
kg 0.00 8.98 12.70
OTMx
kg 0.00 8.98 12.70
OTMz
kg-m -60.98 -43.12 0.00
Torque
kg-m -3819 -2676 84
kg-m 0 -575 -813
0 19 27
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 26.33 37.24
Vz
kg 7.02 0.00
OTMx
kg 13.65 26.33
OTMz
kg-m -23.58 -26.33
Torque
kg-m -1440 -1602
kg-m -854 -1602
20 0
Page
Job
RISATower
40 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 26.33
Vz
kg 7.02
OTMx
kg 23.58
OTMz
kg-m -13.65
Torque
kg-m -854
kg-m -1440
-20
2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B
Fs
kg
0 45 90
Vx
kg 25.94 36.69 25.94
Vz
kg 6.92 0.00 6.92
OTMx
kg 13.45 25.94 23.23
OTMz
kg-m -23.23 -25.94 -13.45
Torque
kg-m -1357 -1508 -809
kg-m -809 -1508 -1357
23 0 -23
2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.67 36.31 25.67
Vz
kg 6.85 0.00 6.85
OTMx
kg 13.31 25.67 22.99
OTMz
kg-m -22.99 -25.67 -13.31
Torque
kg-m -1302 -1447 -779
kg-m -779 -1447 -1302
24 0 -24
2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.40 35.92 25.40
Vz
kg 6.77 0.00 6.77
OTMx
kg 13.17 25.40 22.75
OTMz
kg-m -22.75 -25.40 -13.17
Torque
kg-m -1248 -1386 -750
kg-m -750 -1386 -1248
26 0 -26
2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 22.49 31.81 22.49
Vz
kg 6.00 0.00 6.00
OTMx
kg 11.66 22.49 20.15
OTMz
kg-m -20.15 -22.49 -11.66
Torque
kg-m -792 -872 -504
kg-m -504 -872 -792
38 0 -38
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.91 30.98 21.91
Vz
kg 5.84 0.00 5.84
OTMx
kg 11.36 21.91 19.62
OTMz
kg-m -19.62 -21.91 -11.36
Torque
kg-m -723 -793 -466
kg-m -466 -793 -723
39 0 -39
AT15-250 - Elevation 108 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 49.55 70.08
Vz
kg 27.12 0.00
OTMx
kg 15.86 49.55
OTMz
kg-m -54.22 -49.55
Torque
kg-m -5877 -5374
kg-m -1735 -5374
85 0
Page
Job
RISATower
41 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 108 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 49.55
Vz
kg 27.12
OTMx
kg 54.22
OTMz
kg-m -15.86
Torque
kg-m -1735
kg-m -5877
-85
AT15-250 - Elevation 108 - From Leg C
Fs
kg
0 45 90
Vx
kg 49.55 0.00 49.55
Vz
kg 27.12 38.36 27.12
OTMx
kg -15.86 27.12 54.22
OTMz
kg-m -54.22 -27.12 15.86
Torque
kg-m -5832 -2906 1736
kg-m 1689 -2953 -5879
90 127 90
AT15-250 - Elevation 107 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.42 0.00 49.42
Vz
kg 27.05 38.26 27.05
OTMx
kg -15.82 27.05 54.07
OTMz
kg-m -54.07 -27.05 15.82
Torque
kg-m -5808 -2917 1670
kg-m 1715 -2872 -5764
-84 -119 -84
AT15-250 - Elevation 107 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.42 69.89 49.42
Vz
kg 27.05 0.00 27.05
OTMx
kg 15.82 49.42 54.07
OTMz
kg-m -54.07 -49.42 -15.82
Torque
kg-m -5808 -5310 -1715
kg-m -1715 -5310 -5808
84 0 -84
AT15-250 - Elevation 107 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.42 0.00 49.42
Vz
kg 27.05 38.26 27.05
OTMx
kg -15.82 27.05 54.07
OTMz
kg-m -54.07 -27.05 15.82
Torque
kg-m -5762 -2871 1716
kg-m 1669 -2918 -5809
90 127 90
AT15-250 - Elevation 107 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.42 69.89 49.42
Vz
kg 27.05 0.00 27.05
OTMx
kg 15.82 49.42 54.07
OTMz
kg-m -54.07 -49.42 -15.82
Torque
kg-m -5762 -5264 -1669
kg-m -1669 -5264 -5762
-90 0 90
AT15-250 - Elevation 106 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 49.29 69.70
Vz
kg 26.98 0.00
OTMx
kg 15.77 49.29
OTMz
kg-m -53.93 -49.29
Torque
kg-m -5738 -5247
kg-m -1694 -5247
84 0
Page
Job
RISATower
42 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 106 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 49.29
Vz
kg 26.98
OTMx
kg 53.93
OTMz
kg-m -15.77
Torque
kg-m -1694
kg-m -5738
-84
AT15-250 - Elevation 106 - From Leg C
Fs
kg
0 45 90
Vx
kg 49.29 0.00 49.29
Vz
kg 26.98 38.15 26.98
OTMx
kg -15.77 26.98 53.93
OTMz
kg-m -53.93 -26.98 15.77
Torque
kg-m -5693 -2836 1696
kg-m 1649 -2883 -5740
90 127 90
AT15-250 - Elevation 108 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.55 70.08 49.55
Vz
kg 27.12 0.00 27.12
OTMx
kg 15.86 49.55 54.22
OTMz
kg-m -54.22 -49.55 -15.86
Torque
kg-m -5832 -5328 -1689
kg-m -1689 -5328 -5832
-90 0 90
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -2536.12 -1858.69 -92.47
kg-m -224404 -162637 -5846
kg-m
kg-m
92.47 1858.69 2536.12
-5943 -162733 -224501
429 262 -58
Discrete Appurtenance Pressures - Service Description
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m
Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00
Offsetx
Offsetz
m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000
m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000
z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000
Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908
qz kPa 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33
GH = 1.077
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
43 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Description
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000 315.0000 45.0000 135.0000 225.0000 45.0000 135.0000 225.0000 Sum Weight:
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 2154.00
Offsetx
Offsetz
z
m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485 -2.2071 2.2071 2.3485 -2.3485 2.2071 2.3485 -2.3485
m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485 -2.2071 -2.2071 2.3485 2.3485 -2.2071 2.3485 2.3485
m 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000 107.0000 107.0000 107.0000 107.0000 106.0000 106.0000 108.0000
Kz
qz
1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970 1.965 1.965 1.965 1.965 1.960 1.960 1.970
kPa 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.27 0.24 0.23 0.34 0.34 0.33 0.33 0.33 0.33 0.33 0.33 0.34
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 12.47
Vz
kg 3.67 2.60
OTMx
kg 0.00 12.47
OTMz
kg-m -3.67 -2.60
Torque
kg-m -391 -277
kg-m 84 -1244
-8 -5
Page
Job
RISATower
44 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 17.63
Vz
kg 0.00
OTMx
kg 17.63
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1794
0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B
Fs
kg
0 45 90
Vx
kg 17.63 12.47 0.00
Vz
kg 0.00 2.60 3.67
OTMx
kg 0.00 2.60 3.67
OTMz
kg-m -17.63 -12.47 0.00
Torque
kg-m -1962 -1412 -84
kg-m 0 -277 -391
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.47 17.63
Vz
kg 3.67 2.60 0.00
OTMx
kg 0.00 12.47 17.63
OTMz
kg-m -3.67 -2.60 0.00
Torque
kg-m -391 -277 0
kg-m -84 -1412 -1962
8 5 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.63 12.47 0.00
Vz
kg 0.00 2.60 3.67
OTMx
kg 0.00 2.60 3.67
OTMz
kg-m -17.63 -12.47 0.00
Torque
kg-m -1794 -1244 84
kg-m 0 -277 -391
0 5 8
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.37 17.49
Vz
kg 3.64 2.58 0.00
OTMx
kg 0.00 12.37 17.49
OTMz
kg-m -3.64 -2.58 0.00
Torque
kg-m -377 -267 0
kg-m 84 -1196 -1726
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.49 12.37 0.00
Vz
kg 0.00 2.58 3.64
OTMx
kg 0.00 2.58 3.64
OTMz
kg-m -17.49 -12.37 0.00
Torque
kg-m -1894 -1364 -84
kg-m 0 -267 -377
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 12.37
Vz
kg 3.64 2.58
OTMx
kg 0.00 12.37
OTMz
kg-m -3.64 -2.58
Torque
kg-m -377 -267
kg-m -84 -1364
8 5
Page
Job
RISATower
45 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 17.49
Vz
kg 0.00
OTMx
kg 17.49
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1894
0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D
Fs
kg
0 45 90
Vx
kg 17.49 12.37 0.00
Vz
kg 0.00 2.58 3.64
OTMx
kg 0.00 2.58 3.64
OTMz
kg-m -17.49 -12.37 0.00
Torque
kg-m -1726 -1196 84
kg-m 0 -267 -377
0 5 8
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.23 17.29
Vz
kg 3.60 2.55 0.00
OTMx
kg 0.00 12.23 17.29
OTMz
kg-m -3.60 -2.55 0.00
Torque
kg-m -358 -253 0
kg-m 84 -1133 -1637
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.29 12.23 0.00
Vz
kg 0.00 2.55 3.60
OTMx
kg 0.00 2.55 3.60
OTMz
kg-m -17.29 -12.23 0.00
Torque
kg-m -1805 -1301 -84
kg-m 0 -253 -358
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.23 17.29
Vz
kg 3.60 2.55 0.00
OTMx
kg 0.00 12.23 17.29
OTMz
kg-m -3.60 -2.55 0.00
Torque
kg-m -358 -253 0
kg-m -84 -1301 -1805
8 5 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.29 12.23 0.00
Vz
kg 0.00 2.55 3.60
OTMx
kg 0.00 2.55 3.60
OTMz
kg-m -17.29 -12.23 0.00
Torque
kg-m -1637 -1133 84
kg-m 0 -253 -358
0 5 8
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 12.12
Vz
kg 3.57 2.53
OTMx
kg 0.00 12.12
OTMz
kg-m -3.57 -2.53
Torque
kg-m -345 -244
kg-m 84 -1086
-8 -5
Page
Job
RISATower
46 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 17.14
Vz
kg 0.00
OTMx
kg 17.14
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1570
0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B
Fs
kg
0 45 90
Vx
kg 17.14 12.12 0.00
Vz
kg 0.00 2.53 3.57
OTMx
kg 0.00 2.53 3.57
OTMz
kg-m -17.14 -12.12 0.00
Torque
kg-m -1738 -1254 -84
kg-m 0 -244 -345
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.12 17.14
Vz
kg 3.57 2.53 0.00
OTMx
kg 0.00 12.12 17.14
OTMz
kg-m -3.57 -2.53 0.00
Torque
kg-m -345 -244 0
kg-m -84 -1254 -1738
8 5 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.14 12.12 0.00
Vz
kg 0.00 2.53 3.57
OTMx
kg 0.00 2.53 3.57
OTMz
kg-m -17.14 -12.12 0.00
Torque
kg-m -1570 -1086 84
kg-m 0 -244 -345
0 5 8
2 ANT TV 0.30x2.0m - Elevation 91 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.92 16.86
Vz
kg 3.51 2.48 0.00
OTMx
kg 0.00 11.92 16.86
OTMz
kg-m -3.51 -2.48 0.00
Torque
kg-m -320 -226 0
kg-m 84 -1001 -1450
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.86 11.92 0.00
Vz
kg 0.00 2.48 3.51
OTMx
kg 0.00 2.48 3.51
OTMz
kg-m -16.86 -11.92 0.00
Torque
kg-m -1618 -1169 -84
kg-m 0 -226 -320
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 11.92
Vz
kg 3.51 2.48
OTMx
kg 0.00 11.92
OTMz
kg-m -3.51 -2.48
Torque
kg-m -320 -226
kg-m -84 -1169
7 5
Page
Job
RISATower
47 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 16.86
Vz
kg 0.00
OTMx
kg 16.86
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1618
0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face D
Fs
kg
0 45 90
Vx
kg 16.86 11.92 0.00
Vz
kg 0.00 2.48 3.51
OTMx
kg 0.00 2.48 3.51
OTMz
kg-m -16.86 -11.92 0.00
Torque
kg-m -1450 -1001 84
kg-m 0 -226 -320
0 5 7
2 ANT TV 0.30x2.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.81 16.70
Vz
kg 3.48 2.46 0.00
OTMx
kg 0.00 11.81 16.70
OTMz
kg-m -3.48 -2.46 0.00
Torque
kg-m -306 -216 0
kg-m 84 -955 -1385
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.70 11.81 0.00
Vz
kg 0.00 2.46 3.48
OTMx
kg 0.00 2.46 3.48
OTMz
kg-m -16.70 -11.81 0.00
Torque
kg-m -1553 -1123 -84
kg-m 0 -216 -306
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.81 16.70
Vz
kg 3.48 2.46 0.00
OTMx
kg 0.00 11.81 16.70
OTMz
kg-m -3.48 -2.46 0.00
Torque
kg-m -306 -216 0
kg-m -84 -1123 -1553
7 5 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.70 11.81 0.00
Vz
kg 0.00 2.46 3.48
OTMx
kg 0.00 2.46 3.48
OTMz
kg-m -16.70 -11.81 0.00
Torque
kg-m -1385 -955 84
kg-m 0 -216 -306
0 5 7
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 11.65
Vz
kg 3.43 2.43
OTMx
kg 0.00 11.65
OTMz
kg-m -3.43 -2.43
Torque
kg-m -288 -204
kg-m 84 -895
-7 -5
Page
Job
RISATower
48 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 16.48
Vz
kg 0.00
OTMx
kg 16.48
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1300
0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face B
Fs
kg
0 45 90
Vx
kg 16.48 11.65 0.00
Vz
kg 0.00 2.43 3.43
OTMx
kg 0.00 2.43 3.43
OTMz
kg-m -16.48 -11.65 0.00
Torque
kg-m -1468 -1063 -84
kg-m 0 -204 -288
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 84 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.65 16.48
Vz
kg 3.43 2.43 0.00
OTMx
kg 0.00 11.65 16.48
OTMz
kg-m -3.43 -2.43 0.00
Torque
kg-m -288 -204 0
kg-m -84 -1063 -1468
7 5 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.48 11.65 0.00
Vz
kg 0.00 2.43 3.43
OTMx
kg 0.00 2.43 3.43
OTMz
kg-m -16.48 -11.65 0.00
Torque
kg-m -1300 -895 84
kg-m 0 -204 -288
0 5 7
2 ANT TV 0.30x2.0m - Elevation 81 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.53 16.31
Vz
kg 3.40 2.40 0.00
OTMx
kg 0.00 11.53 16.31
OTMz
kg-m -3.40 -2.40 0.00
Torque
kg-m -275 -195 0
kg-m 84 -850 -1237
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.31 11.53 0.00
Vz
kg 0.00 2.40 3.40
OTMx
kg 0.00 2.40 3.40
OTMz
kg-m -16.31 -11.53 0.00
Torque
kg-m -1405 -1018 -84
kg-m 0 -195 -275
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 11.53
Vz
kg 3.40 2.40
OTMx
kg 0.00 11.53
OTMz
kg-m -3.40 -2.40
Torque
kg-m -275 -195
kg-m -84 -1018
7 5
Page
Job
RISATower
49 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 16.31
Vz
kg 0.00
OTMx
kg 16.31
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1405
0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face D
Fs
kg
0 45 90
Vx
kg 16.31 11.53 0.00
Vz
kg 0.00 2.40 3.40
OTMx
kg 0.00 2.40 3.40
OTMz
kg-m -16.31 -11.53 0.00
Torque
kg-m -1237 -850 84
kg-m 0 -195 -275
0 5 7
2 ANT TV 0.30x2.0m - Elevation 75 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.28 15.95
Vz
kg 3.32 2.35 0.00
OTMx
kg 0.00 11.28 15.95
OTMz
kg-m -3.32 -2.35 0.00
Torque
kg-m -249 -176 0
kg-m 84 -762 -1112
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.95 11.28 0.00
Vz
kg 0.00 2.35 3.32
OTMx
kg 0.00 2.35 3.32
OTMz
kg-m -15.95 -11.28 0.00
Torque
kg-m -1280 -930 -84
kg-m 0 -176 -249
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 75 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.28 15.95
Vz
kg 3.32 2.35 0.00
OTMx
kg 0.00 11.28 15.95
OTMz
kg-m -3.32 -2.35 0.00
Torque
kg-m -249 -176 0
kg-m -84 -930 -1280
7 5 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.95 11.28 0.00
Vz
kg 0.00 2.35 3.32
OTMx
kg 0.00 2.35 3.32
OTMz
kg-m -15.95 -11.28 0.00
Torque
kg-m -1112 -762 84
kg-m 0 -176 -249
0 5 7
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 11.13
Vz
kg 3.28 2.32
OTMx
kg 0.00 11.13
OTMz
kg-m -3.28 -2.32
Torque
kg-m -234 -166
kg-m 84 -712
-7 -5
Page
Job
RISATower
50 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 15.74
Vz
kg 0.00
OTMx
kg 15.74
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1041
0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B
Fs
kg
0 45 90
Vx
kg 15.74 11.13 0.00
Vz
kg 0.00 2.32 3.28
OTMx
kg 0.00 2.32 3.28
OTMz
kg-m -15.74 -11.13 0.00
Torque
kg-m -1209 -880 -84
kg-m 0 -166 -234
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.13 15.74
Vz
kg 3.28 2.32 0.00
OTMx
kg 0.00 11.13 15.74
OTMz
kg-m -3.28 -2.32 0.00
Torque
kg-m -234 -166 0
kg-m -84 -880 -1209
7 5 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.74 11.13 0.00
Vz
kg 0.00 2.32 3.28
OTMx
kg 0.00 2.32 3.28
OTMz
kg-m -15.74 -11.13 0.00
Torque
kg-m -1041 -712 84
kg-m 0 -166 -234
0 5 7
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.95 15.48
Vz
kg 3.22 2.28 0.00
OTMx
kg 0.00 10.95 15.48
OTMz
kg-m -3.22 -2.28 0.00
Torque
kg-m -218 -154 0
kg-m 84 -655 -961
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.48 10.95 0.00
Vz
kg 0.00 2.28 3.22
OTMx
kg 0.00 2.28 3.22
OTMz
kg-m -15.48 -10.95 0.00
Torque
kg-m -1129 -823 -84
kg-m 0 -154 -218
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 10.95
Vz
kg 3.22 2.28
OTMx
kg 0.00 10.95
OTMz
kg-m -3.22 -2.28
Torque
kg-m -218 -154
kg-m -84 -823
7 5
Page
Job
RISATower
51 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 15.48
Vz
kg 0.00
OTMx
kg 15.48
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1129
0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D
Fs
kg
0 45 90
Vx
kg 15.48 10.95 0.00
Vz
kg 0.00 2.28 3.22
OTMx
kg 0.00 2.28 3.22
OTMz
kg-m -15.48 -10.95 0.00
Torque
kg-m -961 -655 84
kg-m 0 -154 -218
0 5 7
2 ANT TV 0.30x2.0m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.78 15.25
Vz
kg 3.18 2.25 0.00
OTMx
kg 0.00 10.78 15.25
OTMz
kg-m -3.18 -2.25 0.00
Torque
kg-m -203 -144 0
kg-m 84 -606 -892
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.25 10.78 0.00
Vz
kg 0.00 2.25 3.18
OTMx
kg 0.00 2.25 3.18
OTMz
kg-m -15.25 -10.78 0.00
Torque
kg-m -1060 -774 -84
kg-m 0 -144 -203
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 64 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.78 15.25
Vz
kg 3.18 2.25 0.00
OTMx
kg 0.00 10.78 15.25
OTMz
kg-m -3.18 -2.25 0.00
Torque
kg-m -203 -144 0
kg-m -84 -774 -1060
7 5 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.25 10.78 0.00
Vz
kg 0.00 2.25 3.18
OTMx
kg 0.00 2.25 3.18
OTMz
kg-m -15.25 -10.78 0.00
Torque
kg-m -892 -606 84
kg-m 0 -144 -203
0 5 7
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.58 9.31
Vz
kg 1.76 0.00
OTMx
kg 3.41 6.58
OTMz
kg-m -5.90 -6.58
Torque
kg-m -396 -437
kg-m -250 -437
5 0
Page
Job
RISATower
52 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.58
Vz
kg 1.76
OTMx
kg 5.90
OTMz
kg-m -3.41
Torque
kg-m -250
kg-m -396
-5
2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B
Fs
kg
0 45 90
Vx
kg 6.49 9.17 6.49
Vz
kg 1.73 0.00 1.73
OTMx
kg 3.36 6.49 5.81
OTMz
kg-m -5.81 -6.49 -3.36
Torque
kg-m -381 -419 -244
kg-m -244 -419 -381
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.42 9.08 6.42
Vz
kg 1.71 0.00 1.71
OTMx
kg 3.33 6.42 5.75
OTMz
kg-m -5.75 -6.42 -3.33
Torque
kg-m -371 -407 -240
kg-m -240 -407 -371
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.35 8.98 6.35
Vz
kg 1.69 0.00 1.69
OTMx
kg 3.29 6.35 5.69
OTMz
kg-m -5.69 -6.35 -3.29
Torque
kg-m -361 -395 -236
kg-m -236 -395 -361
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.62 7.95 5.62
Vz
kg 1.50 0.00 1.50
OTMx
kg 2.92 5.62 5.04
OTMz
kg-m -5.04 -5.62 -2.92
Torque
kg-m -278 -298 -206
kg-m -206 -298 -278
9 0 -9
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.48 7.75 5.48
Vz
kg 1.46 0.00 1.46
OTMx
kg 2.84 5.48 4.91
OTMz
kg-m -4.91 -5.48 -2.84
Torque
kg-m -266 -284 -202
kg-m -202 -284 -266
10 0 -10
AT15-250 - Elevation 108 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 12.39 17.52
Vz
kg 6.78 0.00
OTMx
kg 3.96 12.39
OTMz
kg-m -13.55 -12.39
Torque
kg-m -1486 -1360
kg-m -450 -1360
21 0
Page
Job
RISATower
53 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 108 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 12.39
Vz
kg 6.78
OTMx
kg 13.55
OTMz
kg-m -3.96
Torque
kg-m -450
kg-m -1486
-21
AT15-250 - Elevation 108 - From Leg C
Fs
kg
0 45 90
Vx
kg 12.39 0.00 12.39
Vz
kg 6.78 9.59 6.78
OTMx
kg -3.96 6.78 13.55
OTMz
kg-m -13.55 -6.78 3.96
Torque
kg-m -1440 -709 452
kg-m 405 -756 -1487
23 32 23
AT15-250 - Elevation 107 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.35 0.00 12.35
Vz
kg 6.76 9.56 6.76
OTMx
kg -3.95 6.76 13.52
OTMz
kg-m -13.52 -6.76 3.95
Torque
kg-m -1469 -746 401
kg-m 445 -702 -1424
-21 -30 -21
AT15-250 - Elevation 107 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.35 17.47 12.35
Vz
kg 6.76 0.00 6.76
OTMx
kg 3.95 12.35 13.52
OTMz
kg-m -13.52 -12.35 -3.95
Torque
kg-m -1469 -1344 -445
kg-m -445 -1344 -1469
21 0 -21
AT15-250 - Elevation 107 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.35 0.00 12.35
Vz
kg 6.76 9.56 6.76
OTMx
kg -3.95 6.76 13.52
OTMz
kg-m -13.52 -6.76 3.95
Torque
kg-m -1423 -700 447
kg-m 400 -747 -1470
22 32 22
AT15-250 - Elevation 107 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.35 17.47 12.35
Vz
kg 6.76 0.00 6.76
OTMx
kg 3.95 12.35 13.52
OTMz
kg-m -13.52 -12.35 -3.95
Torque
kg-m -1423 -1298 -400
kg-m -400 -1298 -1423
-22 0 22
AT15-250 - Elevation 106 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 12.32 17.43
Vz
kg 6.74 0.00
OTMx
kg 3.94 12.32
OTMz
kg-m -13.48 -12.32
Torque
kg-m -1451 -1328
kg-m -440 -1328
21 0
Page
Job
RISATower
54 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 106 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
12.32
6.74
OTMx
kg
OTMz
kg-m
13.48
-3.94
Torque
kg-m -440
kg-m -1451
-21
AT15-250 - Elevation 106 - From Leg C
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.32 0.00 12.32
6.74 9.54 6.74
OTMx
kg
OTMz
kg-m
-3.94 6.74 13.48
-13.48 -6.74 3.94
Torque
kg-m -1406 -691 442
kg-m 395 -738 -1453
22 32 22
AT15-250 - Elevation 108 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.39 17.52 12.39
6.78 0.00 6.78
OTMx
kg
OTMz
kg-m
3.96 12.39 13.55
-13.55 -12.39 -3.96
Torque
kg-m -1440 -1314 -405
kg-m -405 -1314 -1440
-23 0 23
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -634.03 -464.67 -23.12
kg-m
kg-m
kg-m
23.12 464.67 634.03
-56417 -40975 -1778
-1874 -41072 -56514
107 65 -15
Dish Pressures - No Ice Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000
Dish Description HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH
Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:
Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96
Offsetx m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231
Offsetz m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231
Kz 1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199
AA m2 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669
qz kPa 1.10 1.03 1.03 1.06 1.06 1.00 1.00 0.98 0.96 0.87 0.87 0.82
Page
Job
RISATower
55 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 1108.24 1108.24 1108.24
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 783.64 1108.24
HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 1040.49 1040.49 1040.49
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 735.73 1040.49
HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 1040.49 1040.49 1040.49
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 735.73 1040.49
10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 1412.31 1412.31 1412.31
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 998.66 1412.31
HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 1070.84 1070.84 1070.84
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 757.20 1070.84
HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 1015.25 1015.25 1015.25
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 717.89 1015.25
10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 1339.00 1339.00 1339.00
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 946.81 1339.00
Vz kg -1108.24 -783.64 0.00
Vz kg -1040.49 -735.73 0.00
Vz kg -1040.49 -735.73 0.00
Vz kg -1412.31 -998.66 0.00
Vz kg -1070.84 -757.20 0.00
Vz kg -1015.25 -717.89 0.00
Vz kg -1339.00 -946.81 0.00
OTMx
OTMz
kg-m -59081 -41878 -345
kg-m
OTMx
OTMz
kg-m -44713 -31761 -492
kg-m
OTMx
OTMz
kg-m -43728 -30776 492
kg-m
OTMx
OTMz
kg-m -66808 -47366 -429
kg-m
OTMx
OTMz
kg-m -49900 -35159 429
kg-m
OTMx
OTMz
kg-m -39053 -27456 542
kg-m
OTMx
OTMz
kg-m -51679 -36384 542
kg-m
345 -41188 -58392
492 -30776 -43728
-492 -31761 -44713
429 -46508 -65950
-429 -36017 -50758
-542 -28539 -40136
542 -36384 -51679
Torque kg-m -2656 -3757 -2656
Torque kg-m -3563 -5038 -3563
Torque kg-m 3563 5038 3563
Torque kg-m -4214 -5959 -4214
Torque kg-m 3195 4519 3195
Torque kg-m 3824 5408 3824
Torque kg-m -5044 0 5044
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA
Wind Azimuth ° 0 45 90
CA
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CM
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
0.000000 0.000000 0.000000
CS
0.003230 0.003230 0.003230
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM
0.000000 0.000000 0.000000
CM
0.000000 0.000000 0.000000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
CA
0.000000 0.000000 0.000000
P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx kg 117.83 117.83 117.83
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 83.32 117.83
HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 619.40 619.40 619.40
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 437.99 619.40
HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 883.75 883.75 883.75
kg
kg 0.00 0.00 0.00
0.00 624.90 883.75
6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 419.54 419.54 419.54
kg
kg 0.00 0.00 0.00
0.00 296.66 419.54
4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 174.37 174.37 174.37
kg
kg 0.00 0.00 0.00
kg -419.54 -296.66 0.00
Vz
kg 0.00 0.00 0.00
kg -883.75 -624.90 0.00
Vz
kg 0.00 0.00 0.00
kg -619.40 -437.99 0.00
Vz
kg 0.00 0.00 0.00
kg -117.83 -83.32 0.00
0.00 123.30 174.37
kg -174.37 -123.30 0.00
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx kg 0.00 7241.83 10241.50
56 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
Vz kg -10241.50 -7241.83 0.00
OTMx
OTMz
Torque
kg-m -414166 -292639 751
kg-m
kg-m
-182 -293572 -415099
-3680 -799 2550
Dish Pressures - Service
OTMx
OTMz
kg-m -4015 -2790 168
kg-m
OTMx
OTMz
kg-m -19945 -13958 496
kg-m
OTMx
OTMz
kg-m -21962 -15750 -753
kg-m
OTMx
OTMz
kg-m -10408 -7459 -339
kg-m
OTMx
OTMz
kg-m -2872 -1901 441
kg-m
-168 -3126 -4351
496 -13958 -19945
-753 -15750 -21962
339 -6780 -9730
-441 -2784 -3754
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m 484 685 484
Torque kg-m -2697 0 2697
Torque kg-m 4625 0 -4625
Torque kg-m -2196 -3105 -2196
Torque kg-m 998 1411 998
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000
57 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Dish Description
Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:
HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH
Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96
Offsetx m
Offsetz m
-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231
Kz
-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231
AA m2
1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
qz kPa
7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669
0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.22 0.22 0.20
Dish Vectors - Service Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000
HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 277.06 277.06 277.06
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 195.91 277.06
HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 260.12 260.12 260.12
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 183.93 260.12
HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 260.12 260.12 260.12
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 183.93 260.12
10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 353.08 353.08 353.08
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 249.66 353.08
HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71 267.71
kg
kg 0.00 0.00
kg 0.00 0.00
0.00 189.30
Vz kg -277.06 -195.91 0.00
Vz kg -260.12 -183.93 0.00
Vz kg -260.12 -183.93 0.00
Vz kg -353.08 -249.66 0.00
Vz kg -267.71 -189.30
OTMx
OTMz
kg-m -15029 -10728 -345
kg-m
OTMx
OTMz
kg-m -11547 -8310 -492
kg-m
OTMx
OTMz
kg-m -10563 -7325 492
kg-m
OTMx
OTMz
kg-m -17024 -12163 -429
kg-m
OTMx
OTMz
kg-m -12153 -8468
kg-m
345 -10039 -14339
492 -7325 -10563
-492 -8310 -11547
429 -11305 -16166
-429 -9326
Torque kg-m -664 -939 -664
Torque kg-m -891 -1260 -891
Torque kg-m 891 1260 891
Torque kg-m -1053 -1490 -1053
Torque kg-m 799 1130
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0
0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.004260
CS 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
CA
58 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 90
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000
HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71
kg
kg 0.00
0.00
Vz
kg 267.71
HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 253.81 253.81 253.81
kg
kg 0.00 0.00 0.00
0.00 179.47 253.81
10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 334.75 334.75 334.75
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
kg
0.00 236.70 334.75
OTMz
kg-m 0.00
Vz
kg 0.00 0.00 0.00
OTMx
kg -253.81 -179.47 0.00
Vz kg -334.75 -236.70 0.00
429
kg-m -13011
OTMx
OTMz
kg-m -9357 -6458 542
kg-m
OTMx
OTMz
kg-m -12514 -8690 542
kg-m
-542 -7541 -10440
542 -8690 -12514
P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx
Vz
OTMx
OTMz
kg 29.46 29.46 29.46
kg -29.46 -20.83 0.00
kg-m
kg-m
Vz
OTMx
OTMz
kg-m -4614 -3118 496
kg-m
OTMx
OTMz
kg-m -6055 -4502 -753
kg-m
OTMx
OTMz
kg-m -2857 -2119 -339
kg-m
Vz
OTMx
OTMz
kg -43.59
kg-m
kg-m
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 20.83 29.46
HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 154.85 154.85 154.85
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 109.50 154.85
HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 220.94 220.94 220.94
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 156.23 220.94
6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 104.89 104.89 104.89
kg
kg 0.00 0.00 0.00
0.00 74.17 104.89
4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 43.59
kg
kg 0.00
kg 0.00
kg -220.94 -156.23 0.00
Vz
kg 0.00 0.00 0.00
kg -154.85 -109.50 0.00
0.00
kg -104.89 -74.17 0.00
-878 -572 168
-387
-168 -907 -1214
496 -3118 -4614
-753 -4502 -6055
339 -1441 -2178
-441
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m 799
Torque kg-m 956 1352 956
Torque kg-m -1261 0 1261
Torque kg-m 121 171 121
Torque kg-m -674 0 674
Torque kg-m 1156 0 -1156
Torque kg-m -549 -776 -549
Torque kg-m 249
Project
0.004260 0.004260
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx
CM
0.000000 0.000000
12:22:04 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
CA
59 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 45 90
Page
Job
RISATower
0.000000 0.000000
kg
kg 43.59 43.59
kg 0.00 0.00
kg 30.82 43.59
0.00 0.00
Ing. C. Londoño M.
Vz
OTMx
OTMz
kg -30.82 0.00
kg-m
kg-m -1027 -1270
-144 441
Torque kg-m 353 249
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -2560.37 -1810.46 0.00
kg-m -102978 -72596 751
kg-m
kg-m
0.00 1810.46 2560.37
-182 -73529 -103911
-920 -200 638
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 108
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
User Load Totals - No Ice Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m
Torque
kg-m
0.00 0.00 0.00
kg-m
0 0 0
0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 108
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz m 0.0000 0.0000 0.0000
F
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
Page
Job
RISATower
60 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m
kg-m
0 0 0
0 0 0
0 0 0
Force Totals Load Case
Vertical Forces kg 11417.01 17163.18 28580.19 34140.91
Leg Weight Bracing Weight Total Member Self-Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Sum of Forces X kg
Sum of Forces Z kg
92.47 33051.97 42950.30
-42950.30 -33051.97 -92.47
23.12 8262.99 10737.58
-10737.58 -8262.99 -23.12
34140.91
Sum of Overturning Moments, Mx kg-m
Sum of Overturning Moments, Mz kg-m
3116 3116 -2046880 -1585880 -2308 3116 -512170 -396920 -1026
Sum of Torques
-4782 -4782 -10207 -1593779 -2054779 -4782 -2056 -397949 -513199
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
108 - 102
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Diagonal
Gov. Load Comb. 3 3 2 2 2 2 2 2
Force kg 889.75 -1466.68 -985.45 -63.68 180.94 -180.41 654.14 -720.97
Major Axis Moment kg-m 64 -32 -97 -8 -97 -8 0 0
Minor Axis Moment kg-m 74 -31 4 96 4 96 0 0
kg-m
8552 15552 11219 2138 3888 2805
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
T2
102 - 96
Leg
Diagonal
Top Girt
Mid Girt
T3
96 - 90
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
61 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Mid Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 4 3 2 3 3 4 1 3 1 3 4 4 1 3 1 3 3 3 2 2 2 2 3 3 2 3 2 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 2 3 3 3 4 4 1 3 1 3 4 4 1
Force kg 45.07 -620.37 5.53 1.68 17.16 -3.70 7.26 0.49 10.28 -0.01 95.79 -24.94 37.28 -9.67 10.28 -0.00 4267.55 -5343.35 -3549.18 1212.92 120.79 -120.70 1202.17 -1329.47 343.28 -1310.16 5.62 2.16 233.02 -128.79 54.98 -88.77 -6.94 0.00 457.49 -309.38 78.19 -226.78 10.28 -0.00 9937.46 -11442.38 -7536.16 6009.27 115.58 -115.51 1952.74 -2123.02 768.62 -2103.33 -5.76 3.14 740.90 -546.71 102.60 -409.97 10.28 -0.00 1070.26 -839.26 122.37
Major Axis Moment kg-m 3 3 3 3 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -36 -53 -3 -53 -3 0 0 3 2 3 2 0 0 -5 0 0 0 0 0 -8 0 0 0 33 -48 -63 -5 -63 -5 0 0 4 2 3 2 0 0 -8 0 0 0 0 0 -8
Minor Axis Moment kg-m 0 -3 0 -3 0 0 0 0 0 0 0 0 0 0 0 0 41 -33 1 53 1 53 0 0 0 -4 0 -4 0 0 0 0 0 0 0 0 0 0 0 0 37 -44 2 64 2 64 0 0 0 -6 1 -6 0 0 0 0 0 0 0 0 0
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T4
90 - 84
Component Type
Leg
Diagonal
Top Girt
Mid Girt
T5
84 - 78
Leg
Diagonal
Top Girt
Mid Girt
T6
78 - 72
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
62 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4
Force kg -637.87 10.28 -0.00 17842.08 -19724.02 -9961.92 8352.44 109.72 -109.55 2880.33 -3056.96 2862.58 -3048.65 6.20 7.27 1459.86 -1188.42 143.21 -910.77 10.28 -0.00 1891.05 -1598.07 164.87 -1226.01 10.28 -0.00 28114.69 -30709.01 -20302.83 17603.26 -126.92 126.64 4104.30 -3710.06 4083.52 -1634.93 6.73 27.05 2154.14 -2059.56 190.94 -1629.85 10.28 -0.00 2193.24 -2303.28 223.53 -2104.34 13.56 -0.00 42081.71 -44132.97 -29327.05 25957.94 -124.46 124.09 4524.39 -4069.89 4505.53 -1674.55
Major Axis Moment kg-m 0 0 0 37 -36 -63 -5 -56 -6 0 0 4 0 4 2 0 0 -8 0 0 0 0 0 -8 0 0 0 35 -40 -57 -12 -54 -9 0 0 5 3 5 3 0 0 -8 0 0 0 0 0 -10 0 0 0 35 -46 -67 -15 -57 -13 0 0 6 1
Minor Axis Moment kg-m 0 0 0 42 -31 2 64 4 56 0 0 1 -15 1 -15 0 0 0 0 0 0 0 0 0 0 0 0 41 -35 9 57 6 54 0 0 3 -57 3 -57 0 0 0 0 0 0 0 0 0 0 0 0 41 -40 12 68 10 58 0 0 1 -53
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
T7
72 - 66
Leg
Diagonal
Top Girt
Mid Girt
T8
66 - 60
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
63 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Mid Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 3 1 3 1 3 4 3 1 3 1 3 3 3 3 3 4 4 3 4 3 4 3 4 4 3 1 3 1 3 4 3 1 3 1
Force kg 6.75 25.26 2191.89 -2300.95 201.76 -2075.37 10.28 -0.00 2192.89 -2303.98 177.87 -2036.91 10.28 -0.00 58807.27 -59432.41 -39906.89 35859.00 -117.89 117.55 6253.67 -4450.54 6236.95 -1696.59 7.25 36.20 2188.44 -2319.23 200.53 -2318.83 10.28 -0.00 2183.59 -2363.38 218.26 -2360.94 10.28 -0.00 78957.80 -76143.99 -6487.27 -6195.49 116.87 -116.53 8975.76 -4902.73 8975.76 -1729.68 7.64 49.40 2191.94 -2325.50 234.18 -2325.15 10.28 -0.00 2167.29 -2358.88 273.65 -2358.57 10.28
Major Axis Moment kg-m 6 3 0 0 -8 0 0 0 0 0 -8 0 0 0 45 -56 -79 -16 -67 -15 0 0 7 4 7 4 0 0 -8 0 0 0 0 0 -8 0 0 0 40 -49 -108 91 -94 -39 7 0 7 5 7 5 0 0 -8 0 0 0 0 0 -8 0 0
Minor Axis Moment kg-m 1 -53 0 0 0 0 0 0 0 0 0 0 0 0 53 -48 12 80 12 68 0 0 25 -76 25 -76 0 0 0 0 0 0 0 0 0 0 0 0 54 -37 98 -100 32 95 41 0 41 -104 41 -104 0 0 0 0 0 0 0 0 0 0 0
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T9
60 - 57
Component Type
Leg
Diagonal
Top Girt
T10
57 - 54
Leg
Diagonal
Horizontal
T11
54 - 49
Leg
Diagonal
Top Girt
T12
49 - 44
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
64 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 3 3 3 2 3 2 4 3 4 4 4 4 4 4 4 3 4 3 3 3 3 4 3 2 4 3 4 4 4 4 4 3 3 4 3 4 3 3 4 4 4 4 2 2 4 3 4 3 4 4 4 3 4 3 3 3 2 4 2 2
Force kg -0.00 71709.43 -70418.94 -7783.04 43721.11 126.72 -128.12 11507.53 -7723.16 -3763.69 11507.53 5.27 -1.41 893.02 -1834.05 -1834.05 -183.90 13.49 -1.32 71564.36 -70625.05 -7653.00 -49333.28 -120.44 122.31 11058.07 -7715.84 -3153.54 -4942.29 7.23 -1.43 25999.24 -434.42 5830.50 -74.53 -13.04 324.22 64237.28 -59657.83 36926.32 -41850.34 439.14 -422.95 8116.46 -9022.67 -2145.92 7479.02 -9.63 2.58 6830.35 -6737.44 6830.35 -5795.53 -18.77 -1.84 63988.66 -59922.02 36982.32 36988.07 569.35 -549.38
Major Axis Moment kg-m 0 54 -81 -125 -33 -125 -33 0 0 -4 0 0 0 0 0 -10 0 0 0 35 -16 146 61 -125 -34 0 0 -7 0 0 0 3 0 9 1 9 0 134 -282 529 51 145 61 0 0 -13 0 0 0 0 0 -20 0 0 0 393 -372 541 -6 527 51
Minor Axis Moment kg-m 0 38 -42 106 115 106 115 0 0 0 1 0 0 0 0 0 1 0 0 85 -121 -132 -143 106 115 0 0 0 1 0 0 -271 0 154 580 154 0 27 -368 -64 -506 -47 -143 0 0 0 4 0 0 0 0 0 2 0 0 313 -366 -1 537 -59 -505
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Condition
Diagonal
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension
Inner Bracing
44 - 39
Leg
Diagonal
Top Girt
T14
39 - 34
Leg
Diagonal
Horizontal
Inner Bracing
T15
34 - 29
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Horizontal
T13
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
65 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Gov. Load Comb. 2 2 4 4 4 4 2 2 2 4 2 4 3 3 1 3 1 3 3 3 2 4 2 4 2 3 4 3 4 3 4 4 4 3 4 3 3 3 2 2 2 2 3 3 4 4 4 4 4 4 2 4 2 4 3 3 1 3 1 3 3
Force kg 8759.72 -9933.27 -229.67 8539.46 13.96 -2.80 720.50 -1023.95 -64.91 623.65 -15.08 16.31 899.12 -962.22 -10.82 899.12 12.48 -0.13 66287.06 -69492.79 40298.40 40266.22 598.19 611.86 6501.21 -8005.26 1570.19 5451.12 16.90 -3.29 8636.35 -7647.24 8636.35 -5848.37 33.37 -3.27 65927.86 -69706.87 -46706.70 39574.40 -249.17 270.35 7619.19 -9684.61 3233.38 7332.76 16.78 2.73 1327.77 -1572.92 -66.69 1327.77 -25.02 10.49 99.78 -152.27 -15.25 -152.27 -27.49 0.24 78608.46
Major Axis Moment kg-m 0 0 -21 0 0 0 8 8 9 7 9 7 0 0 -11 0 0 0 385 -247 540 -5 540 -5 0 0 -25 0 0 0 0 0 -51 0 0 0 217 -152 -329 -36 -329 -36 0 0 -27 0 0 0 17 17 20 17 20 17 0 0 -35 0 0 0 126
Minor Axis Moment kg-m 0 0 0 4 0 0 -39 -39 37 -39 37 -39 0 0 0 0 0 0 390 -204 -2 537 -2 537 0 0 0 5 0 0 0 0 0 5 0 0 266 -102 29 349 29 349 0 0 0 4 0 0 -30 -30 26 -30 26 -30 0 0 0 0 0 0 173
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
T16
29 - 24
Leg
Diagonal
Horizontal
T17
24 - 19
Leg
Diagonal
Top Girt
T18
19 - 14
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
66 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Gov. Load Comb. 3 4 4 4 4 3 4 4 3 4 3 4 4 4 6 4 6 3 3 3 3 2 2 3 4 4 4 4 4 4 4 4 4 4 4 3 3 2 2 2 2 4 4 4 4 4 4 2 4 1 1 1 1 3 3 2 2 2 2 4 4
Force kg -88189.46 -58454.22 49222.20 -421.89 442.32 9159.66 -4241.68 3892.79 4785.75 22.17 -3.75 4957.80 -4322.93 4957.80 -937.70 44.02 -4.30 78310.73 -88452.66 -6254.35 -6254.35 236.08 254.94 8513.46 -4616.26 3919.57 -426.86 27.43 -4.48 15346.36 -612.38 -124.35 -57.09 31.24 69.77 85728.66 -98906.82 -66239.16 50602.27 263.54 -282.14 16218.33 -4262.39 4548.86 16218.33 36.96 -6.04 810.50 -3763.37 117.63 117.63 73.64 7.21 85475.29 -99203.72 -66284.45 50426.65 -278.18 287.01 14410.45 -4865.84
Major Axis Moment kg-m -250 -279 -97 -279 -97 0 0 -36 0 0 0 0 0 -89 0 0 0 220 -107 -255 -255 -233 53 0 0 -49 0 0 0 27 28 30 28 30 0 102 -235 -259 -24 -259 -24 0 0 -66 0 0 0 0 0 -185 0 0 0 196 -143 -259 -24 -259 -24 0 0
Minor Axis Moment kg-m -222 123 292 123 292 0 0 0 6 0 0 0 0 0 9 0 0 257 -74 273 273 126 254 0 0 0 8 0 0 -59 75 305 305 305 0 137 -203 -28 276 -28 276 0 0 0 11 0 0 0 0 0 18 0 0 225 -139 -29 277 -29 277 0 0
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Horizontal
T19
14 - 7
Leg
Diagonal
Top Girt
T20
7-0
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
67 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Inner Bracing
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 4 4 4 4 4 2 4 4 4 4 3 3 4 2 4 2 3 3 4 4 4 4 1 4 1 1 1 1 3 3 4 2 4 2 4 3 4 4 4 4 2 2 2 4 2 4 3 3 1 2 1 2
Force kg 4698.85 -185.24 44.06 -6.68 14379.63 -695.24 -193.21 -106.42 37.66 46.58 79470.69 -92730.60 48572.08 48171.03 -372.00 -416.50 9579.85 -10512.70 -4206.39 -4206.39 43.31 -14.79 0.00 -2842.50 -236.97 -236.97 86.48 -18.38 78981.44 -93190.18 48293.60 47883.40 423.24 468.74 8952.06 -11314.75 -10248.61 -10731.27 64.71 17.99 605.28 -997.78 -24.13 576.61 -67.68 30.55 129.71 -372.92 -84.20 116.66 -57.91 0.09
Maximum Reactions
Major Axis Moment kg-m -86 0 0 0 40 42 42 41 42 0 192 -374 604 -49 604 -49 0 0 -101 0 0 0 0 0 -259 0 0 0 402 0 604 -41 604 -41 0 0 -186 0 0 0 100 0 103 100 103 100 0 0 -153 0 0 0
Minor Axis Moment kg-m 0 13 0 0 -174 87 241 241 241 0 192 -302 -11 668 -11 668 0 0 0 35 0 0 0 0 0 55 0 0 482 0 -5 669 -5 669 0 0 0 -52 0 0 -141 0 97 -142 97 -142 0 0 0 0 0 0
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z
Leg C
Leg B
Leg A
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Condition
68 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Location
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
8488.80 8488.80 -80693.98 -80693.98 -80693.98 8488.80 66084.74 -48570.70 -48570.70 -48570.70 66084.74 66084.74 97326.68 8581.65 97326.68 8581.65 97326.68 8581.65 65637.81 65637.81 65637.81 -49007.69 -49007.69 -49007.69
2668.67 2668.67 -20429.84 -20429.84 -20429.84 2668.67 -13104.42 15988.39 15988.39 15988.39 -13104.42 -13104.42 -24876.24 -2614.67 -24876.24 -2614.67 -24876.24 -2614.67 20940.09 20940.09 20940.09 -8360.66 -8360.66 -8360.66
-2601.45 -2601.45 20138.67 20138.67 20138.67 -2601.45 -20727.14 8565.29 8565.29 8565.29 -20727.14 -20727.14 25344.27 2681.89 25344.27 2681.89 25344.27 2681.89 12761.65 12761.65 12761.65 -16328.39 -16328.39 -16328.39
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Vertical kg 34140.91 34140.76 34148.38 34140.53 34140.88 34140.87 34140.85
Shearx
Shearz
kg
kg
-0.03 92.44 33046.63 43020.73 23.12 8263.17 10737.82
-0.03 -43026.62 -33070.92 -92.40 -10737.76 -8262.84 -23.12
Overturning Moment, Mx kg-m 3114 -2060676 -1594058 -2322 -512115 -396259 1769
Overturning Moment, Mz kg-m -4781 -10633 -1601413 -2068231 -6162 -404192 -520041
Torque kg-m 0 8573 15565 11229 2144 3896 2809
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 92.47 33051.98 42950.31 23.12 8262.99 10737.58
Sum of Applied Forces PY kg -34140.91 -34140.91 -34140.91 -34140.91 -34140.91 -34140.91 -34140.91
PZ kg 0.00 -42950.31 -33051.97 -92.47 -10737.58 -8262.99 -23.12
PX kg 0.03 -92.44 -33046.63 -43020.73 -23.12 -8263.17 -10737.82
Sum of Reactions PY kg 34140.91 34140.76 34148.38 34140.53 34140.88 34140.87 34140.85
PZ kg 0.03 43026.62 33070.92 92.40 10737.76 8262.84 23.12
% Error 0.000% 0.139% 0.036% 0.128% 0.001% 0.001% 0.001%
Page
Job
RISATower
69 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged?
Number of Cycles 11 200 200 200 29 47 28
Yes No No No Yes Yes Yes
Displacement Tolerance 0.00000001 0.02737554 0.03012731 0.02738839 0.00010592 0.00012004 0.00013758
Force Tolerance 0.00008229 0.00000000 0.00000000 0.00000000 0.00011173 0.00011556 0.00014540
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0
Horz. Deflection mm 452.61 399.84 347.19 295.37 245.42 198.75 156.25 118.75 88.02 76.10 67.33 52.56 41.87 31.04 22.95 15.08 9.80 4.71 1.96 0.38
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.5029 0.5019 0.4961 0.4820 0.4562 0.4151 0.3732 0.3155 0.2399 0.2070 0.1738 0.1474 0.1208 0.1009 0.0843 0.0701 0.0538 0.0405 0.0253 0.0124
° 0.0176 0.0172 0.0166 0.0157 0.0146 0.0130 0.0111 0.0087 0.0062 0.0049 0.0038 0.0037 0.0041 0.0045 0.0028 0.0019 0.0012 0.0010 0.0007 0.0004
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 108.0000 107.0000 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000
AT15-250 AT15-250 2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 452.61 443.82 439.42 435.02 413.03 377.86 351.56 303.91 278.45 245.42 221.61
° 0.5029 0.5029 0.5029 0.5028 0.5024 0.5003 0.4968 0.4850 0.4751 0.4562 0.4365
° 0.0176 0.0175 0.0175 0.0175 0.0173 0.0170 0.0167 0.0159 0.0154 0.0146 0.0139
Radius of Curvature m Inf Inf Inf Inf Inf 108258 48789 22618 15610 10632 9415
Page
Job
RISATower
70 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 176.94 152.92 127.57 107.67 83.69 72.98 67.33 64.36 61.29 47.96 38.59 31.04 25.26 22.95 21.33 18.04 9.80 4.71
° 0.3947 0.3692 0.3323 0.2905 0.2288 0.1953 0.1738 0.1660 0.1602 0.1372 0.1139 0.1009 0.0890 0.0843 0.0814 0.0759 0.0538 0.0405
° 0.0121 0.0109 0.0093 0.0078 0.0058 0.0045 0.0038 0.0036 0.0035 0.0038 0.0043 0.0045 0.0034 0.0028 0.0026 0.0022 0.0012 0.0010
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Radius of Curvature m 8052 7318 5675 4880 3039 3677 8094 9998 160763 7045 27063 5278 317199 16333 30372 12278 19961 7554
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Elevation
Horz. Deflection mm 1854.20 1636.84 1420.04 1206.71 1001.21 809.37 634.93 481.14 355.49 306.72 271.47 212.07 168.93 125.21 92.45 60.72 39.34 18.93 7.82 1.51
m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 2.0715 2.0670 2.0427 1.9837 1.8760 1.7044 1.5314 1.2927 0.9776 0.8442 0.6998 0.5939 0.4875 0.4085 0.3422 0.2847 0.2172 0.1634 0.1012 0.0495
° 0.0748 0.0733 0.0708 0.0673 0.0626 0.0562 0.0482 0.0383 0.0254 0.0200 0.0152 0.0150 0.0165 0.0180 0.0114 0.0078 0.0048 0.0041 0.0026 0.0015
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 108.0000 107.0000
AT15-250 AT15-250
Gov. Load Comb. 3 3
Deflection
Tilt
Twist
mm 1854.20 1817.98
° 2.0715 2.0713
° 0.0748 0.0746
Radius of Curvature m Inf Inf
RISATower I . P. DOLMEN S.A.
71 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:22:04 10/23/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000
2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH
Gov. Load Comb. 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
Deflection
Tilt
Twist
mm 1799.86 1781.75 1691.19 1546.31 1438.02 1241.86 1137.06 1001.21 903.30 719.84 621.24 517.24 435.83 337.72 294.12 271.47 259.58 247.25 193.49 155.68 125.21 101.79 92.45 85.91 72.66 39.34 18.93
° 2.0712 2.0711 2.0693 2.0603 2.0459 1.9962 1.9550 1.8760 1.7937 1.6200 1.5152 1.3630 1.1875 0.9331 0.7940 0.6998 0.6667 0.6428 0.5538 0.4600 0.4085 0.3610 0.3422 0.3307 0.3084 0.2172 0.1634
° 0.0745 0.0743 0.0737 0.0724 0.0710 0.0680 0.0659 0.0626 0.0596 0.0523 0.0475 0.0412 0.0338 0.0237 0.0182 0.0152 0.0145 0.0143 0.0155 0.0174 0.0180 0.0136 0.0114 0.0104 0.0090 0.0048 0.0041
Ing. C. Londoño M.
Radius of Curvature m Inf Inf Inf 25788 11568 5396 3744 2561 2258 1948 1783 1352 1184 733 844 1953 2336 233306 1753 6735 1322 54350 4233 7996 3072 5417 1925
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
m T1
T2
T3
T4
108
102
96
90
Leg
A394T0
Bolt Size mm
Number Of Bolts
16
4
Maximum Load per Bolt kg 218.02
Allowable Load kg 5528.16
Diagonal
A394T0
16
2
360.49
3699.61
Top Girt
A394T0
16
2
8.58
3699.61
Mid Girt
A394T0
16
2
47.89
3699.61
Leg
A394T0
16
8
784.32
5528.16
Diagonal
A394T0
16
2
664.74
3699.61
Top Girt
A394T0
16
2
116.51
2466.41
Mid Girt
A394T0
16
2
228.75
3699.61
Leg
A394T0
16
8
2027.54
5528.16
Diagonal
A394T0
16
2
1061.51
3699.61
Top Girt
A394T0
16
2
370.45
3699.61
Mid Girt
A394T0
16
2
535.13
3699.61
Leg
A394T0
16
12
2552.29
5528.16
Diagonal
A394T0
16
2
1528.48
3699.61
Top Girt
A394T0
16
2
729.93
3699.61
Ratio Load Allowable 0.039 0.097 0.002 0.013 0.142 0.180 0.047 0.062 0.367 0.287 0.100 0.145 0.462 0.413 0.197
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
T6
T7
T8
T9
T10
T11
T12
T13
T14
T15
T16
84
78
72
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
Bolt Size mm
Number Of Bolts
Mid Girt
A394T0
16
2
Maximum Load per Bolt kg 945.53
Allowable Load kg 3699.61
Leg
A394T0
16
12
4137.29
5528.16
Diagonal
A394T0
16
2
2052.15
3699.61
Top Girt
A394T0
16
2
1077.07
3699.61
Mid Girt
A394T0
16
2
1151.64
4932.82
Leg
A394T0
16
16
4656.08
8292.26
Diagonal
A394T0
16
2
2262.19
3699.61
Top Girt
A394T0
16
2
1150.47
3699.61
Mid Girt
A394T0
16
2
1151.99
3699.61
Leg
A394T0
16
16
6445.78
8292.26
Diagonal
A394T0
16
2
3126.84
3699.61
Top Girt
A394T0
16
2
1159.62
3699.61
Mid Girt
A394T0
16
2
1181.69
3699.61
Leg Diagonal
A394T0 A394T0
16 16
10 3
13686.34 2991.92
8292.26 3699.61
Top Girt
A394T0
16
2
1162.75
3699.61
Mid Girt
A394T0
16
2
1179.44
3699.61
Leg Diagonal
A394T0 A394T0
19 16
10 3
14341.87 3835.85
9950.69 3699.61
Top Girt
A394T0
16
3
611.35
4932.82
57
Leg
A394T0
19
16
8945.52
9950.69
54
Diagonal Horizontal Leg
A394T0 A394T0 A394T0
16 16 19
2 3 16
5529.02 8666.43 8029.68
3699.61 4932.82 9950.69
Diagonal
A394T0
16
2
4511.34
4932.82
Top Girt
A394T0
16
2
3415.17
4932.82
Leg
A394T0
19
16
7998.60
9950.69
66
60
49
44
39
34
29
72 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
m
T5
Page
Job
Diagonal
A394T0
16
2
4966.66
4932.82
Horizontal
A394T0
16
2
511.97
4932.82
Leg
A394T0
19
16
8686.61
9950.69
Diagonal
A394T0
16
2
4002.63
4932.82
Top Girt
A394T0
16
2
4318.17
4932.82
Leg
A394T0
19
16
8713.38
9950.69
Diagonal
A394T0
16
2
4842.33
3699.61
Horizontal
A394T0
16
2
786.46
4932.82
Leg
A394T0
19
16
11023.70
9950.69
Diagonal
A394T0
16
2
4579.83
4932.82
Top Girt
A394T0
16
2
2478.90
4932.82
Leg
A394T0
19
16
11056.59
9950.69
Diagonal
A394T0
16
3
2837.82
4932.82
Ratio Load Allowable 0.256 0.748 0.555 0.291 0.233 0.561 0.611 0.311 0.311 0.777 0.845 0.313 0.319 1.651 0.809 0.314 0.319 1.441 1.037 0.124 0.899 1.494 1.757 0.807 0.915 0.692 0.804 1.007 0.104 0.873 0.811 0.875 0.876 1.309 0.159 1.108 0.928 0.503 1.111 0.575
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333 1.333 1.333
Member Bearing Member Bearing Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Bolt Grade
Horizontal
A394T0
16
3
Maximum Load per Bolt kg 5115.43
m
T17
T18
T19
T20
24
19
14
7
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation
73 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Bolt Size mm
Number Of Bolts
Allowable Load kg 4932.82
Leg
A394T0
19
16
12363.34
9950.69
Diagonal
A394T0
16
3
5406.10
4932.82
Top Girt
A394T0
16
2
1881.69
4932.82
Leg Diagonal
A394T0 A394T0
19 16
10 3
19840.73 4803.50
9950.69 4932.82
Horizontal
A394T0
16
3
4793.20
4932.82
Leg Diagonal
A394T0 A394T0
19 16
10 3
18546.13 3504.23
9979.03 4932.82
Top Girt
A394T0
16
2
1421.25
4932.82
Leg Diagonal
A394T0 A394T0
19 16
10 3
18638.03 3771.58
9979.03 4932.82
Horizontal
A394T0
16
3
332.59
4932.82
Ratio Load Allowable 1.037 1.242 1.096 0.381 1.994 0.974 0.972 1.859 0.710 0.288 1.868 0.765 0.067
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333 1.333
Bolt SS Member Bearing
1.333
Member Bearing
1.333 1.333
Bolt SS Member Bearing
1.333
Member Bearing
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 108 - 102
L102x102x6
m 6.0000
m 3.0000
T2
102 - 96
L102x102x6
6.0000
3.0000
T3
96 - 90
L102x102x6
6.0000
T4
90 - 84
L102x102x6
T5
84 - 78
T6
Kl/r
Fa
A mm2 1252
Actual P kg -1466.68
Allow. Pa kg 15727.46
Ratio P Pa 0.093
kPa 123228
74.3 K=0.50
123228
1252
-5343.36
15727.46
0.340
3.0000
74.3 K=0.50
123228
1252
-11442.37
15727.46
0.728
6.0000
3.0000
74.3 K=0.50
123228
1252
-19724.02
15727.46
1.254
L102x102x6
6.0000
3.0000
74.3 K=0.50
123228
1252
-30709.03
15727.46
1.953
78 - 72
H1-3 (1.95 CR) - 115 L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-44132.96
25951.16
1.701
T7
72 - 66
H1-3 (1.70 CR) - 143 L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-59432.41
25951.16
2.290
T8
66 - 60
H1-3 (2.29 CR) - 171 L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-76144.12
25951.16
2.934
T9
60 - 57
H1-3 (2.93 CR) - 199 L102x102x10
3.0286
3.0286
49.9 K=0.33
167963
1845
-70418.87
31602.88
2.228
T10
57 - 54
H1-3 (2.23 CR) - 227 L102x102x10
3.0286
3.0286
49.9
167963
1845
-70625.26
31602.88
2.235
74.3 K=0.50
RISATower I . P. DOLMEN S.A.
Section No.
Elevation
74 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=0.33 T11
54 - 49
H1-3 (2.23 CR) - 247 L127x127x10
T12
49 - 44
H1-3 (1.69 CR) - 259 L127x127x10
5.0476
5.0476
66.2 K=0.33
148963
2329
-59921.84
35378.04
1.694
T13
44 - 39
H1-3 (1.69 CR) - 279 L127x127x10
5.0477
5.0477
66.2 K=0.33
148962
2329
-69492.64
35377.67
1.964
T14
39 - 34
H1-3 (1.96 CR) - 295 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-69706.73
40290.49
1.730
T15
34 - 29
H1-3 (1.73 CR) - 315 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-88189.27
40290.49
2.189
T16
29 - 24
H1-3 (2.19 CR) - 331 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-88452.81
40290.49
2.195
T17
24 - 19
H1-3 (2.20 CR) - 351 L152x152x10
5.0477
5.0477
55.1 K=0.33
140464
2813
-98906.75
40290.22
2.455
T18
19 - 14
H1-3 (2.45 CR) - 363 L152x152x10
5.0476
5.0476
55.1 K=0.33
140465
2813
-99203.85
40290.49
2.462
T19
14 - 7
H1-3 (2.46 CR) - 383 L152x152x13
7.3093
7.3093
61.0 K=0.25
155488
3710
-92730.64
58818.25
1.577
T20
7-0
bolt (1.86 CR) - 395 L152x152x13
7.3093
7.3093
61.0 K=0.25
155488
3710
-93190.13
58818.25
1.584
Allow. Pa kg 1154.77
Ratio P Pa 0.624
5.0476
5.0476
66.2 K=0.33
148963
2329
-59657.85
35378.04
1.686
bolt (1.87 CR) - 415
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 108 - 102
L51x51x5
m 4.2426
m 2.0495
T2
102 - 96
KL/R > 200 (C) - 16 L51x51x5
4.2426
2.0495
T3
96 - 90
KL/R > 200 (C) - 44 L51x51x5
4.2426
T4
90 - 84
KL/R > 200 (C) - 72 L51x51x5
T5
84 - 78
T6
78 - 72
Kl/r
Fa
A
kPa 24550
mm2 461
Actual P kg -720.97
204.8 K=1.00
24550
461
-1329.47
1154.77
1.151
2.0495
204.8 K=1.00
24550
461
-2123.02
1154.77
1.838
4.2426
2.0495
204.8 K=1.00
24550
461
-3056.96
1154.77
2.647
KL/R > 200 (C) - 100 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-3710.06
1154.77
3.213
KL/R > 200 (C) - 128 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-4069.89
1154.77
3.524
204.8 K=1.00
RISATower I . P. DOLMEN S.A.
Section No.
Elevation
75 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T7
72 - 66
KL/R > 200 (C) - 156 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-4450.54
1154.77
3.854
T8
66 - 60
KL/R > 200 (C) - 184 L51x51x5
4.2426
2.0495
204.8 K=1.00
24550
461
-4902.75
1154.77
4.246
T9
60 - 57
KL/R > 200 (C) - 210 L64x64x5
3.3669
3.2550
164.7 K=1.00
37948
582
-7723.18
2251.87
3.430
T10
57 - 54
H1-3 (3.43 CR) - 240 L64x64x5
3.6663
3.5779
181.1 K=1.00
31408
582
-7715.84
1863.75
4.140
T11
54 - 49
H1-3 (4.14 CR) - 254 L64x64x6
5.4401
5.3112
271.9 K=1.00
13925
768
-9022.68
1090.19
8.276
T12
49 - 44
KL/R > 200 (C) - 273 L64x64x6
5.8850
5.7646
295.1 K=1.00
11821
768
-9933.27
925.43
10.734
T13
44 - 39
KL/R > 200 (C) - 285 L76x76x6
5.8851
5.7647
244.0 K=1.00
17288
929
-8005.27
1637.82
4.888
T14
39 - 34
KL/R > 200 (C) - 309 L76x76x5
6.4490
6.3283
265.3 K=1.00
14625
703
-9684.61
1048.74
9.235
T15
34 - 29
KL/R > 200 (C) - 320 L76x76x6
6.4490
6.3283
267.9 K=1.00
14346
929
-4241.68
1359.06
3.121
T16
29 - 24
KL/R > 200 (C) - 338 L76x76x6
7.1031
6.9958
296.2 K=1.00
11739
929
-4616.26
1112.07
4.151
T17
24 - 19
KL/R > 200 (C) - 354 L102x102x6
7.1032
6.9959
220.3 K=1.00
21207
1252
-4262.39
2706.57
1.575
T18
19 - 14
KL/R > 200 (C) - 370 L102x102x6
7.8255
7.7265
243.4 K=1.00
17386
1252
-4865.82
2218.92
2.193
T19
14 - 7
KL/R > 200 (C) - 386 L102x102x6
9.3388
9.2237
290.5 K=1.00
12200
1252
-10512.69
1557.04
6.752
T20
7-0
KL/R > 200 (C) - 408 L102x102x6
11.4788
11.3827
140.9 K=0.25
51845
1252
-11314.73
6616.87
1.710
H1-3 (1.71 CR) - 422
Page
Job
RISATower
76 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 52730
mm 768
Actual P kg -434.42
100.7 K=0.50
88840
768
-1023.95
6955.07
0.147
3.4910
116.1 K=0.50
74720
929
-1572.92
7078.54
0.222
9.0650
4.4563
148.2 K=0.50
46891
929
-612.39
4442.24
0.138
L76x76x6
11.0220
5.4348
180.7 K=0.50
31526
929
-695.24
2986.64
0.233
L102x102x6
14.9750
7.4113
58.7 K=0.16
117550
1252
-997.78
15002.80
0.067
Allow. Pa kg 2840.10
Ratio P Pa 0.001
T10
m 57 - 54
L64x64x6
m 3.5870
m 1.7427
T12
49 - 44
L64x64x6
5.1520
2.5125
T14
39 - 34
L76x76x6
7.1090
T16
29 - 24
L76x76x6
T18
19 - 14
T20
7-0
Kl/r
139.7 K=1.00
Fa
A 2
Allow. Pa kg 4128.09
Ratio P Pa 0.105
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 47861
mm 582
Actual P kg -3.70
144.9 K=1.00
49027
393
-128.79
1965.48
0.066
2.8984
146.7 K=1.00
47861
582
-546.71
2840.10
0.192
3.0000
2.8984
146.7 K=1.00
47861
582
-1188.42
2840.10
0.418
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2059.56
2840.10
0.725
78 - 72
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2300.95
2840.10
0.810
T7
72 - 66
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2319.23
2840.10
0.817
T8
66 - 60
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2325.50
2840.10
0.819
T9
60 - 57
L64x64x6
3.0000
2.8984
148.4 K=1.00
46760
768
-1834.05
3660.73
0.501
T11
54 - 49
L64x64x6
4.1740
4.0724
208.5 K=1.00
23686
768
-6737.44
1854.31
3.633
T13
44 - 39
KL/R > 200 (C) - 264 L76x76x6
6.1300
6.0030
254.1 K=1.00
15943
929
-7647.25
1510.35
5.063
T15
34 - 29
KL/R > 200 (C) - 300 L76x76x6
8.0870
7.9346
167.9 K=0.50
36502
929
-4322.93
3457.98
1.250
T17
24 - 19
L102x102x6
10.0430
9.8906
155.8 K=0.50
42440
1252
-3763.37
5416.53
0.695
T19
14 - 7
L102x102x6
12.0000
11.8476
186.6
29577
1252
-2842.51
3774.90
0.753
T1
m 108 - 102
L64x64x5
m 3.0000
m 2.8984
T2
102 - 96
L64x64x3
3.0000
2.8984
T3
96 - 90
L64x64x5
3.0000
T4
90 - 84
L64x64x5
T5
84 - 78
T6
Kl/r
146.7 K=1.00
Fa
A 2
RISATower I . P. DOLMEN S.A.
Section No.
Elevation
77 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Actual P kg
Allow. Pa kg
Ratio P Pa
Allow. Pa kg 2840.10
Ratio P Pa 0.009
K=0.50
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 108 - 102
L64x64x5
m 3.0000
m 2.8984
T2
102 - 96
L64x64x5
3.0000
2.8984
T3
96 - 90
L64x64x5
3.0000
T4
90 - 84
L64x64x5
T5
84 - 78
T6
Kl/r
Fa
A
kPa 47861
mm2 582
Actual P kg -24.94
146.7 K=1.00
47861
582
-309.38
2840.10
0.109
2.8984
146.7 K=1.00
47861
582
-839.26
2840.10
0.296
3.0000
2.8984
146.7 K=1.00
47861
582
-1598.07
2840.10
0.563
L64x64x6
3.0000
2.8984
148.4 K=1.00
46760
768
-2303.27
3660.73
0.629
78 - 72
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2303.98
2840.10
0.811
T7
72 - 66
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2363.38
2840.10
0.832
T8
66 - 60
L64x64x5
3.0000
2.8984
146.7 K=1.00
47861
582
-2358.88
2840.10
0.831
146.7 K=1.00
Inner Bracing Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
kPa 30295
2
mm 582
Actual P kg -962.21
Allow. Pa kg 1797.75
Ratio P Pa 0.535
T12
m 49 - 44
L64x64x5
m 3.6430
m 3.6430
T14
39 - 34
L76x76x6
5.0268
5.0268
212.8 K=1.00
22736
929
-152.27
2153.90
0.071
T20
7-0
L76x76x6
10.5889
10.5889
448.3 K=1.00
5124
929
-372.92
485.41
0.768
KL/R > 250 (C) - 425
184.4 K=1.00
Page
Job
RISATower
78 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A mm2 1010
Actual P kg 889.75
Allow. Pa kg 23070.85
Ratio P Pa 0.039
T1
m 108 - 102
L102x102x6
m 6.0000
m 3.0000
94.5
kPa 224080
T2
102 - 96
L102x102x6
6.0000
3.0000
94.5
224080
1010
4267.55
23070.85
0.185
T3
96 - 90
L102x102x6
6.0000
3.0000
94.5
224080
1010
9937.44
23070.85
0.431
T4
90 - 84
L102x102x6
6.0000
3.0000
94.5
224080
1010
17842.06
23070.85
0.773
T5
84 - 78
L102x102x6
6.0000
3.0000
94.5
224080
1010
28076.01
23070.85
1.217
T6
78 - 72
L102x102x10
6.0000
3.0000
96.0
224080
1482
42042.85
33869.21
1.241
T7
72 - 66
L102x102x10
6.0000
3.0000
96.0
224080
1482
58807.36
33869.21
1.736
T8
66 - 60
H2-1 (1.74 CR) - 169 L102x102x10
6.0000
3.0000
96.0
224080
1482
78957.75
33869.21
2.331
T9
60 - 57
H2-1 (2.33 CR) - 197 L102x102x10
3.0286
3.0286
96.9
224080
1422
71709.35
32487.16
2.207
T10
57 - 54
H2-1 (2.21 CR) - 225 L102x102x10
3.0286
3.0286
96.9
224080
1422
71564.20
32487.16
2.203
T11
54 - 49
H2-1 (2.20 CR) - 245 L127x127x10
5.0476
5.0476
127.4
224080
1906
64237.32
43543.47
1.475
T12
49 - 44
H2-1 (1.48 CR) - 257 L127x127x10
5.0476
5.0476
127.4
224080
1906
63988.75
43543.47
1.470
T13
44 - 39
H2-1 (1.47 CR) - 277 L127x127x10
5.0477
5.0477
127.4
224080
1906
66287.10
43543.47
1.522
T14
39 - 34
H2-1 (1.52 CR) - 293 L152x152x10
5.0476
5.0476
105.7
224080
2390
65931.48
54599.84
1.208
T15
34 - 29
L152x152x10
5.0476
5.0476
105.7
224080
2390
78608.49
54599.84
1.440
T16
29 - 24
H2-1 (1.44 CR) - 329 L152x152x10
5.0476
5.0476
105.7
224080
2390
78310.93
54599.84
1.434
T17
24 - 19
H2-1 (1.43 CR) - 349 L152x152x10
5.0477
5.0477
105.7
224080
2390
85730.34
54599.84
1.570
T18
19 - 14
H2-1 (1.57 CR) - 361 L152x152x10
5.0476
5.0476
105.7
224080
2390
85475.42
54599.84
1.565
T19
14 - 7
bolt (1.72 CR) - 381 L152x152x13
7.3093
7.3093
154.7
224080
3145
79470.77
71866.29
1.106
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T20
m 7-0
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation
79 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
L152x152x13
m 7.3093
m 7.3093
Kl/r
Fa
A
154.7
kPa 224080
mm2 3145
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Actual P kg 78981.34
Allow. Pa kg 71866.29
Ratio P Pa 1.099
Allow. Pa kg 7005.28
Ratio P Pa 0.093
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.0495
130.8
kPa 148927
mm2 461
Actual P kg 654.13
T1
m 108 - 102
L51x51x5
m 4.2426
T2
102 - 96
L51x51x5
4.2426
2.0495
130.8
148927
461
1202.17
7005.28
0.172
T3
96 - 90
L51x51x5
4.2426
2.0495
130.8
148927
461
1952.74
7005.28
0.279
T4
90 - 84
L51x51x5
4.2426
2.0495
130.8
148927
461
2880.33
7005.28
0.411
T5
84 - 78
L51x51x5
4.2426
2.0495
130.8
148927
461
4104.30
7005.28
0.586
T6
78 - 72
L51x51x5
4.2426
2.0495
130.8
148927
461
4524.39
7005.28
0.646
T7
72 - 66
L51x51x5
4.2426
2.0495
130.8
148927
461
6253.68
7005.28
0.893
T8
66 - 60
L51x51x5
4.2426
2.0495
130.8
148927
461
8975.78
7005.28
1.281
T9
60 - 57
L64x64x5
3.3669
3.2550
164.7
148927
582
11507.55
8837.43
1.302
T10
57 - 54
L64x64x5
3.6663
3.5779
181.1
148927
582
11058.09
8837.43
1.251
T11
54 - 49
L64x64x6
5.4401
5.3112
271.9
148927
768
8116.45
11659.14
0.696
T12
49 - 44
L64x64x6
5.8850
5.7646
295.1
148927
768
8759.73
11659.14
0.751
T13
44 - 39
L76x76x6
5.8851
5.7647
244.0
148927
929
6501.21
14108.54
0.461
T14
39 - 34
L76x76x5
6.4490
6.3283
265.3
148927
703
7619.17
10679.38
0.713
T15
34 - 29
L76x76x6
6.4490
6.3283
267.9
148927
929
9159.67
14108.54
0.649
T16
29 - 24
L76x76x6
7.1031
6.9958
296.2
148927
929
8513.48
14108.54
0.603
T17
24 - 19
L102x102x6
7.1032
6.9959
220.3
148927
1252
16218.34
19007.34
0.853
T18
19 - 14
L102x102x6
7.8255
7.7265
243.4
148927
1252
14410.45
19007.34
0.758
T19
14 - 7
L102x102x6
9.3388
9.2237
290.5
148927
1252
9579.87
19007.34
0.504
T20
7-0
L102x102x6
11.4788
11.3827
358.5
148927
1252
8952.06
19007.34
0.471
Page
Job
RISATower
80 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T10
m 57 - 54
L64x64x6
m 3.5870
m 1.7427
178.4
kPa 148927
mm 768
Actual P kg 25999.24
T12
49 - 44
H2-1 (2.23 CR) - 242 L64x64x6
5.1520
2.5125
128.6
148927
768
720.50
11659.14
0.062
T14
39 - 34
L76x76x6
7.1090
3.4910
147.8
148927
929
1327.77
14108.54
0.094
T16
29 - 24
L76x76x6
9.0650
4.4563
377.3
148927
929
15346.35
14108.54
1.088
T18
19 - 14
L76x76x6
11.0220
5.4348
460.1
148927
929
14379.65
14108.54
1.019
T20
7-0
L102x102x6
14.9750
7.4113
233.4
148927
1252
605.28
19007.34
0.032
Allow. Pa kg 8837.43
Ratio P Pa 0.002
2
Allow. Pa kg 11659.14
Ratio P Pa 2.230
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.8984
146.7
kPa 148927
mm2 582
Actual P kg 17.16
T1
m 108 - 102
L64x64x5
m 3.0000
T2
102 - 96
L64x64x3
3.0000
2.8984
144.9
148927
393
233.02
5970.41
0.039
T3
96 - 90
L64x64x5
3.0000
2.8984
146.7
148927
582
740.89
8837.43
0.084
T4
90 - 84
L64x64x5
3.0000
2.8984
146.7
148927
582
1459.86
8837.43
0.165
T5
84 - 78
L64x64x5
3.0000
2.8984
146.7
148927
582
2154.14
8837.43
0.244
T6
78 - 72
L64x64x5
3.0000
2.8984
146.7
148927
582
2191.89
8837.43
0.248
T7
72 - 66
L64x64x5
3.0000
2.8984
146.7
148927
582
2188.44
8837.43
0.248
T8
66 - 60
L64x64x5
3.0000
2.8984
146.7
148927
582
2191.94
8837.43
0.248
T9
60 - 57
L64x64x6
3.0000
2.8984
148.4
148927
768
893.02
11659.14
0.077
T11
54 - 49
L64x64x6
4.1740
4.0724
208.5
148927
768
6830.33
11659.14
0.586
T13
44 - 39
L76x76x6
6.1300
6.0030
254.1
148927
929
8636.36
14108.54
0.612
T15
34 - 29
L76x76x6
8.0870
7.9346
335.9
148927
929
4957.81
14108.54
0.351
T17
24 - 19
L102x102x6
10.0430
9.8906
311.5
148927
1252
810.50
19007.34
0.043
RISATower I . P. DOLMEN S.A.
81 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A 2
T1
m 108 - 102
L64x64x5
m 3.0000
m 2.8984
146.7
kPa 199948
mm 368
Actual P kg 95.79
Allow. Pa kg 7511.45
Ratio P Pa 0.013
T2
102 - 96
L64x64x5
3.0000
2.8984
146.7
199948
368
457.49
7511.45
0.061
T3
96 - 90
L64x64x5
3.0000
2.8984
146.7
199948
368
1070.26
7511.45
0.142
T4
90 - 84
L64x64x5
3.0000
2.8984
146.7
199948
368
1891.05
7511.45
0.252
T5
84 - 78
L64x64x6
3.0000
2.8984
148.4
199948
485
2193.25
9890.31
0.222
T6
78 - 72
L64x64x5
3.0000
2.8984
146.7
199948
368
2192.89
7511.45
0.292
T7
72 - 66
L64x64x5
3.0000
2.8984
146.7
199948
368
2183.59
7511.45
0.291
T8
66 - 60
L64x64x5
3.0000
2.8984
146.7
199948
368
2167.29
7511.45
0.289
Allow. Pa kg 8837.43
Ratio P Pa 0.102
Inner Bracing Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 3.6430
184.4
kPa 148927
mm2 582
Actual P kg 899.12
T12
m 49 - 44
L64x64x5
m 3.6430
T14
39 - 34
L76x76x6
5.0268
5.0268
212.8
148927
929
99.78
14108.54
0.007
T20
7-0
L76x76x6
10.5889
10.5889
448.3
148927
929
129.71
14108.54
0.009
RISATower
Page
Job
I . P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
82 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section
Elevation m
Component Type
Size
No. T1
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
108 - 102
Leg Diagonal Top Girt Mid Girt
L102x102x6 L51x51x5 L64x64x5 L64x64x5
3 16 5 10
-1466.68 -720.97 7.26 95.79
20964.70 1539.31 8837.43 10012.76
Pass Pass Pass Pass
T2
102 - 96
T3
96 - 90
T4
90 - 84
T5
84 - 78
T6
78 - 72
T7
72 - 66
T8
66 - 60
T9
60 - 57
T10
57 - 54
T11
54 - 49
T12
49 - 44
T13
44 - 39
T14
39 - 34
Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal Top Girt Leg Diagonal Horizontal
L102x102x6 L51x51x5 L64x64x3 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x6 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L64x64x5 L64x64x6 L102x102x10 L64x64x5 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L64x64x5 L127x127x10 L76x76x6 L76x76x6 L152x152x10 L76x76x5 L76x76x6
31 44 36 40 59 72 64 68 87 100 92 96 115 128 120 124 143 156 148 152 171 184 176 177 199 210 204 208 227 240 230 247 254 242 259 273 264 279 285 274 289 295 309 300 315 320 301
-5343.36 -1329.47 -128.79 -309.38 -11442.37 -2123.02 -546.71 -839.26 -19724.02 -3056.96 -1188.42 -1598.07 -30709.03 -3710.06 -2059.56 -2303.27 -44132.96 -4069.89 -2300.95 -2303.98 -59432.41 -4450.54 -2319.23 -2363.38 -76144.12 -4902.75 -2325.50 -2358.88 -70418.87 -7723.18 -1834.05 -70625.26 -7715.84 25999.24 -59657.85 -9022.68 -6737.44 -59921.84 -9933.27 -1023.95 -962.21 -69492.64 -8005.27 -7647.25 -69706.73 -9684.61 -1572.92
20964.70 1539.31 2619.99 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 4879.75 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 42126.63 3001.75 4879.75 42126.63 2484.38 15541.64 47158.92 1453.23 2471.80 47158.92 1233.60 9271.11 2396.40 47158.44 2183.22 2013.29 53707.22 1397.97 9435.69
7.0 46.8 0.3 1.0 1.0 (b) 25.5 86.4 4.9 8.2 54.6 137.9 14.4 22.2 94.1 198.6 31.4 42.2 146.5 241.0 54.4 47.2 127.6 264.4 60.8 60.9 171.8 289.1 61.3 62.4 220.1 318.5 61.4 62.3 167.2 257.3 37.6 167.6 310.6 167.3 126.5 620.9 272.6 127.1 805.2 11.0 40.2 147.4 366.7 379.8 129.8 692.8 16.7
Pass Pass Pass Pass Pass Fail Pass Pass Pass Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Fail Fail Fail Fail Fail Fail Fail Fail Pass Pass Fail Fail Fail Fail Fail Pass
RISATower I . P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
No.
Elevation m
T15
34 - 29
T16
29 - 24
T17
24 - 19
T18
19 - 14
T19
T20
83 of 83
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:22:04 10/23/13 Designed by
Ing. C. Londoño M.
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
14 - 7
Inner Bracing Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Leg
L76x76x6 L152x152x10 L76x76x6 L76x76x6 L152x152x10 L76x76x6 L76x76x6 L152x152x10 L102x102x6 L102x102x6 L152x152x10 L102x102x6 L76x76x6 L152x152x13
328 331 338 336 351 354 346 363 370 368 383 386 378 395
-152.27 -88189.27 -4241.68 -4322.93 -88452.81 -4616.26 15346.35 -98906.75 -4262.39 -3763.37 -99203.85 -4865.82 14379.65 -92730.64
2871.15 53707.22 1811.62 4609.49 53707.22 1482.39 18806.68 53706.86 3607.86 7220.23 53707.22 2957.83 18806.68 78404.72
Pass Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail
7-0
Diagonal Top Girt Leg
L102x102x6 L102x102x6 L152x152x13
408 400 415
-10512.69 -2842.51 -93190.13
2075.54 5031.94 78404.72
Diagonal Horizontal
L102x102x6 L102x102x6
422 404
-11314.73 -997.78
8820.29 19998.73
Inner Bracing
L76x76x6
425
-372.92
647.05
5.3 164.2 234.1 93.8 164.7 311.4 81.6 184.2 118.1 52.1 184.7 164.5 76.5 118.3 139.4 (b) 506.5 56.5 118.9 140.1 (b) 128.3 5.0 5.1 (b) 57.6 Summary 220.1 805.2
Leg (T8) Diagonal (T12) Horizontal (T10) Top Girt (T13) Mid Girt (T7) Inner Bracing (T20) Bolt Checks RATING =
Fail Pass Fail Fail Pass Pass Fail Fail
167.3
Fail
379.8
Fail
62.4
Pass
57.6
Pass
149.6 805.2
Fail Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=108m C. NUEVA EB. CERRO GAVINETE.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 108.0000
Tilt (deg) 500
0
0.5
Twist (deg) 1
0
0.05
0.1 108.0000
102.0000
102.0000
96.0000
96.0000
90.0000
90.0000
84.0000
84.0000
78.0000
78.0000
72.0000
72.0000
66.0000
66.0000
60.0000
60.0000
57.0000
57.0000
54.0000
54.0000
49.0000
49.0000
44.0000
44.0000
39.0000
39.0000
34.0000
34.0000
29.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
14.0000
7.0000
7.0000
0.0000 0
0.0000 500
0
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.5
Job:
1
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri
Feedline Distribution Chart 0.0000 - 108.0000 Round
108.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
107.0000 106.0000
107.0000 106.0000
107.0000 106.0000
103.0000
103.0000
103.0000
108.0000
102.0000
96.0000
102.0000 99.0000
99.0000
99.0000
96.0000
96.0000
96.0000
91.0000
91.0000
91.0000
88.0000
88.0000
88.0000
84.0000
84.0000
84.0000
81.0000
81.0000
81.0000
96.0000
90.0000
84.0000
90.0000
84.0000
78.0000
78.0000 75.0000
75.0000
75.0000
71.0000
71.0000
71.0000
67.0000
67.0000
67.0000
64.0000
64.0000
64.0000
72.0000
72.0000
66.0000
60.0000
60.0000
42.5000
39.0000
39.0000
39.0000
35.5000
35.5000
35.5000
33.0000
33.0000
33.0000
31.0000
31.0000
31.0000
34.0000
29.0000
24.0000
24.0000
19.0000
19.0000
19.0000 1 (4 ANT TV E)
24.0000
14.0000
7.0000
7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E)
39.0000
0.0000
44.0000
1 (8 ANT TV E)
42.5000
39.0000 1 (8 ANT TV E)
42.5000
44.0000
49.0000
1 (8 ANT TV E)
47.0000
1 (8 ANT TV E)
47.0000
54.0000
1 (8 ANT TV E)
47.0000
49.0000
53.0000 52.0000
1 (8 ANT TV E)
53.0000 52.0000
1 (8 ANT TV E)
53.0000 52.0000
54.0000
56.0000
1 (8 ANT TV E)
56.0000
1 (8 ANT TV E)
57.0000
56.0000
1 (8 ANT TV E)
1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)
57.0000
1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E)
Elevation (m)
66.0000
34.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
7.0000
0.0000
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri
Stress Distribution Chart 0.0000 - 108.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
108.0000
108.0000
102.0000
102.0000
96.0000
96.0000
90.0000
90.0000
84.0000
84.0000
78.0000
78.0000
72.0000
72.0000
66.0000
66.0000
60.0000
60.0000
57.0000
57.0000
54.0000
54.0000
49.0000
49.0000
44.0000
44.0000
39.0000
39.0000
34.0000
34.0000
29.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
14.0000
7.0000
7.0000
0.0000
0.0000
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri
CONDICION NUEVA + REFUERZO. EB. CERRO GAVINETE.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
L51x51x5
533.1
108 107 106.5 106 103.5 99.5 96.5 91 88 84 81 75 71.5 67.5 64 59 56 54 53 52 47 42.5 39 35.5 34 33 31 24 19 DESIGNED APPURTENANCE LOADING
506.4
TYPE
96.0 m
901.8
L64x64x3
L64x64x5
L102x102x6
CxMANTENIMIENTO AT15-250 10 P3F-52 HP8-102 2 6 HP10-105 4 ANT FT FTDISH DISH TV (1(1(N) ANT (1 0.30x2.0m 0.30x1.20m (1 ANT (1 ANT ANT ANT MW MW MW MW MW Ø0.90m (E) Ø2.40m (E) Ø3.0m Ø1.80m Ø1.20m Ø3.0m E)E)E) 102.0 m
T3
T2
T1
L64x64x5
3
108.0 m
901.8
L106x6+L102x10
928.0
18 @ 3
N.A. N.A.
78.0 m
901.8 476.7
928.0
L64x64x6
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
81 81
AT15-250 (N) AT15-250 (N)
107 107
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
75 75
AT15-250 (N) AT15-250 (N)
107 107
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
75 75
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
106.5 106.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
71.5 71.5
2 ANT TV 0.30x2.0m (E)
106.5
2 ANT TV 0.30x2.0m (E)
71.5
2 ANT TV 0.30x2.0m (E) AT15-250 (N)
106.5 106
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
71.5 67.5
AT15-250 (N) 2 ANT TV 0.30x2.0m (E)
106 103.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
67.5 67.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
103.5 103.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
67.5 64
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
103.5 99.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
64 64
2 ANT TV 0.30x2.0m (E)
99.5
2 ANT TV 0.30x2.0m (E)
64
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
99.5 99.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
59 56
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
96.5 96.5
2 ANT TV 0.30x1.20m (E) HP10-105 (1 ANT MW Ø3.0m E)
54 53
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
96.5 96.5
2 ANT TV 0.30x1.20m (E) 10 FT DISH (1 ANT MW Ø3.0m E)
52 47
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
91 91
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)
47 42.5
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
91 91
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)
42.5 39
2 ANT TV 0.30x2.0m (E)
88
10 FT DISH (1 ANT MW Ø3.0m E)
39
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
88 88
P3F-52 (1 ANT MW Ø0.90m E) 2 ANT TV 0.30x1.20m (E)
35.5 34
57.0 m
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
88 84
HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)
33 31
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
84 84
6 FT DISH (1 ANT MW Ø1.80m E) HP10-105 (1 ANT MW Ø3.0m E)
24 24
2 ANT TV 0.30x2.0m (E)
84
4 FT DISH (1 ANT MW Ø1.20m E)
19
530.7
3.587
937.7
4.174
108 108
SYMBOL LIST
6.13
SIZE
MATERIAL STRENGTH
1298.1
A572-50
Fy
Fu
344738 kPa
448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
7.109
1659.6
1. 2. 3. 4.
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 96.2%
1482.4
34.0 m
1639.7
9.065
29.0 m
24.0 m 1429.3 1404.8
11.022
19.0 m
MAX. CORNER REACTIONS AT BASE: DOWN: 79986 kg UPLIFT: -65857 kg SHEAR: 27447 kg
1808.2
12
14.0 m
2@7
AXIAL 28567 kg
7.0 m
SHEAR 37097 kg
MOMENT 1851133 kg-m
0.0 m
TORQUE 16761 kg-m REACTIONS - 120 kph WIND
Weight (kg)
17.95
23006.5
2699.2
14.975
MARK
L64x64x6
TOWER DESIGN NOTES
# Panels @ (m)
Face Width (m)
SIZE
A
1137.2
5.152
MARK
39.0 m
8@5
8.087
AT15-250 (N) CxMANTENIMIENTO
GRADE
10.043
L76x76x6 N.A.
81 81
44.0 m
N.A. L102x102x6
L76x76x6 Inner Bracing
Horizontals
ELEVATION
2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)
49.0 m
N.A.
L76x76x6
N.A. L102x102x6 N.A. L102x102x6 N.A. Mid Girts
Top Girts
Diagonal Grade
Diagonals
Leg Grade
Legs
Section
TYPE
108 108
60.0 m
54.0 m
N.A.
N.A.
L76x76x6
L76x76x6 N.A.
L76x76x6 N.A. L76x76x6
N.A.
2L76x76x6 L102x102x6
L64x64x5
N.A.
L64x64x6
N.A.
L64x64x6
A
N.A.
A
2L64x64x5 2L64x64x6
A36
A572-50
T10 T11 T12
L127x10+L102x10
T13 T14 T15 T16
L152x10+L102x10
T17 T18 T19
L152x13+L102x10
T20
72.0 m
66.0 m
T9
T8
L102x10+L102x10
T7
L64x64x5
T6
901.8
L64x64x5
L64x64x6
84.0 m
2L51x51x5
T5
T4
90.0 m
ELEVATION
AT15-250 (N) AT15-250 (N)
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
SALIDA 3 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x free standing tower with an overall height of 108.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 3.0000 m at the top and 17.9500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I . P. DOLMEN S.A.
2 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg A
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Leg B
Z
Face D
Leg C
W in d
45
Leg D
X
Face C
Wind 90
Face A
Face B
Wind 0
Square Tower
Tower Section Geometry Tower Section
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Tower Elevation m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
Assembly Database
Description
Section Width
Number of Sections
Section Length
m 3.0000
1
m 6.0000
3.0000
1
6.0000
3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.5870 4.1740 5.1520 6.1300 7.1090 8.0870 9.0650 10.0430 11.0220 12.0000 14.9750
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000
RISATower I . P. DOLMEN S.A.
3 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Tower Elevation
Diagonal Spacing
Bracing Type
Has Horizontals
Top Girt Offset
Bottom Girt Offset
X Brace
Has K Brace End Panels No
m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
m 3.0000
No
mm 0
mm 0
3.0000
X Brace
No
No
0
0
3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000
X Brace X Brace X Brace X Brace X Brace X Brace K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down
No No No No No No No No No No No No No No No No No No
No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L102x102x6
A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa)
Equal Angle
L102x102x6
A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa)
Equal Angle
L102x102x6
Double Angle
2L51x51x5
Arbitrary Shape
L106x6+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L106x6+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L102x10+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L102x10+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L102x10+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L102x10+L102x10
Double Angle
2L64x64x5
Arbitrary Shape
L102x10+L102x10
Double Angle
2L64x64x5
Arbitrary Shape
L127x10+L102x10
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Double Angle
2L64x64x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000
Page
Job
4 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Arbitrary Shape
L127x10+L102x10
Double Angle
2L64x64x6
Arbitrary Shape
L127x10+L102x10
Double Angle
2L76x76x6
Arbitrary Shape
L152x10+L102x10
Double Angle
2L76x76x6
Arbitrary Shape
L152x10+L102x10
Double Angle
2L76x76x6
Arbitrary Shape
L152x10+L102x10
Double Angle
2L76x76x6
Arbitrary Shape
L152x10+L102x10
Equal Angle
L102x102x6
Arbitrary Shape
L152x10+L102x10
Equal Angle
L102x102x6
Arbitrary Shape
L152x13+L102x10
Equal Angle
L102x102x6
Arbitrary Shape
L152x13+L102x10
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T11 54.0000-49.0000 T13 44.0000-39.0000 T15 34.0000-29.0000 T17 24.0000-19.0000 T19 14.0000-7.0000
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L64x64x3
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L64x64x5
Equal Angle
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Bottom Girt Size
Bottom Girt Grade
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
5 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000 T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000
No. of Mid Girts 1
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
1
Equal Angle
L64x64x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
1
Equal Angle
L64x64x5
Equal Angle
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x6
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x6
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Solid Round Equal Angle Solid Round Solid Round
8
Equal Angle
L64x64x6
Solid Round
8
Equal Angle
L64x64x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L76x76x6
Solid Round
8
Equal Angle
L102x102x6
Horizontal Grade
Page
Job
RISATower
6 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T12 49.0000-44.0000 T14 39.0000-34.0000 T20 7.0000-0.0000
Secondary Horizontal Type
Secondary Horizontal Size
Solid Round Solid Round Solid Round
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L64x64x5
Equal Angle
L76x76x6
Equal Angle
L76x76x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1
1
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
Page
Job
RISATower
7 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1.2
1
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.3
1
1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
0.5
No
No
0.5
1 1
No
No
0.5
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 0.5
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y
K Brace Diags X Y
K Factors1 Single Girts Diags
Horiz.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 00 T9 No No 0.33 1 0.67 1 1 1 1 1 60.0000-57.00 1 0.33 1 0.5 1 1 1 00 T10 No No 0.33 1 0.67 1 1 1 1 1 57.0000-54.00 1 0.33 1 1 0.5 1 1 00 T11 No No 0.33 1 0.33 1 0.5 1 1 1 54.0000-49.00 1 0.33 1 0.25 1 1 1 00 T12 No No 0.33 1 0.33 1 1 0.5 1 1 49.0000-44.00 1 0.33 1 1 0.5 1 0.5 00 T13 No No 0.33 1 0.33 1 0.5 1 1 1 44.0000-39.00 1 0.33 1 0.25 1 1 1 00 T14 No No 0.33 1 0.33 1 1 0.5 1 1 39.0000-34.00 1 0.33 1 1 0.5 1 0.25 00 T15 No No 0.33 1 0.67 1 0.25 1 1 1 34.0000-29.00 1 0.33 1 0.25 1 1 1 00 T16 No No 0.33 1 0.67 1 1 0.5 1 1 29.0000-24.00 1 0.33 1 1 0.25 1 1 00 T17 No No 0.33 1 0.67 1 0.5 1 1 1 24.0000-19.00 1 0.33 1 0.25 1 1 1 00 T18 No No 0.33 1 0.67 1 1 0.5 1 1 19.0000-14.00 1 0.33 1 1 0.25 1 1 00 T19 No No 0.25 1 0.5 1 0.5 1 1 1 14.0000-7.000 1 0.25 1 0.25 1 1 1 0 T20 No No 0.25 1 0.25 1 1 0.25 1 1 7.0000-0.0000 1 0.25 1 1 0.16 1 0.25 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) Tower Elevation m
T1 108.0000-102. 0000 T2 102.0000-96.0 000
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
1
0
0.75
0
U
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Leg
9 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
10 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
8
16 A394T0
16 A394T0
8
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
2
16 A394T0
2
16 A394T0
16 A394T0
2
16 A394T0
2
12
16 A394T0
2
16 A394T0
16 A394T0
12
16 A394T0
2
Sleeve SS
16 A394T0
16
16 A394T0
Sleeve SS
16 A394T0
16
Sleeve SS
16 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
12
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
19 A394T0
12
16 A394T0
3
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
4
2
2
0
2
0
0
Project
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T19 Sleeve SS 14.0000-7.000 0 T20 Sleeve SS 7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Leg Connection Type
11 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
19 A394T0
16
16
Top Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
3
3
Bottom Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
0
2
Mid Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
0
0
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
16 A394T0
0
0
Bolt Size mm 16 A394T0
No.
16 A394T0
3
0
Bolt Size mm 16 A394T0
No.
16 A394T0
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 106.0000 - 0.0000
1
1
Clear Spacing mm 32
Width or Perimeter Diameter mm mm 32
Weight kglm 0.86
D
No
Ar (CfAe)
103.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
99.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
91.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
84.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
81.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
75.0000 - 0.0000
1
1
32
32
0.86
D
No
Ar (CfAe)
71.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
67.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
64.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
56.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
52.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
31.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
53.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
47.0000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
42.5000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
39.0000 - 0.0000
2
2
28
28
0.80
C
No
Ar (CfAe)
35.5000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
33.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
24.0000 - 0.0000
2
2
28
28
0.80
0
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
(2 ANT MW E) 7/8 (1 ANT MW E) 1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)
Face Allow or Shield Leg
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
m
Clear Spacing mm
T1
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm
Weight kglm
C
No
Ar (CfAe)
19.0000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
108.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
107.0000 - 0.0000
1
1
32
32
0.86
C
No
Ar (CfAe)
106.0000 - 0.0000
1
1
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
12 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Tower Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 12.95 4.32 0.00 0.00 15.54 12.95 0.00 0.00 15.54 21.58 0.00 0.00 15.54 29.35 0.00 0.00 15.54 38.84 0.00 0.00 15.54 44.02 0.00 0.00 16.40 50.92 0.00 0.00 24.17 51.79 0.00 0.00 12.95 25.89 0.00 0.00 14.67 25.89 0.00 0.00 31.70
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Section
Tower Elevation m
T12
49.0000-44.0000
T13
44.0000-39.0000
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
Page
Job
13 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 43.16 0.00 0.00 39.05 43.16 0.00 0.00 47.89 43.16 0.00 0.00 59.54 43.16 0.00 0.00 67.29 43.16 0.00 0.00 70.69 43.16 0.00 0.00 78.72 43.16 0.00 0.00 82.74 43.16 0.00 0.00 115.84 60.42 0.00 0.00 115.84 60.42
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 108.0000-102.0000 102.0000-96.0000 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000
mm 70 81 78 134 127 124 126 177 184 224 379 503 593 749 856
mm 23 67 109 254 318 351 390 380 369 393 516 559 543 555 562
CPX Ice mm 70 81 78 134 127 124 126 177 184 224 379 503 593 749 856
CPZ Ice mm 23 67 109 254 318 351 390 380 369 393 516 559 543 555 562
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
14 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
16:58:16 10/23/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section
Elevation
CPX
CPZ
T16 T17 T18 T19 T20
m 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000
mm 921 875 1004 1252 1304
mm 576 492 538 671 699
CPX Ice mm 921 875 1004 1252 1304
Ing. C. Londoño M.
CPZ Ice mm 576 492 538 671 699
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 108.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Fx
Fz
Wind Force
kg
kg
kg
0.00 0.00
0.00 0.00
CAAC m2 0.0000 0.0000
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m
B
From Face
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
106.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
103.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
15 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m
A
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
99.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
96.5000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
91.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
88.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
84.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
16 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m (E)
D
From Face
2 ANT TV 0.30x2.0m (E)
A
From Face
2 ANT TV 0.30x2.0m (E)
B
From Face
2 ANT TV 0.30x2.0m (E)
C
From Face
2 ANT TV 0.30x2.0m
D
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
81.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
75.0000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
71.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
67.5000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
0.0000
64.0000
No Ice
0.4800
0.1000
40.00
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Face or Leg
Page
Job
17 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
A
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
59.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.0000
No Ice
0.3000
0.0800
24.00
0.0000
54.0000
No Ice
0.3000
0.0800
24.00
0.0000
52.0000
No Ice
0.3000
0.0800
24.00
0.0000
34.0000
No Ice
0.3000
0.0800
24.00
0.0000
31.0000
No Ice
0.3000
0.0800
24.00
0.0000
108.0000
No Ice
0.4750
0.2600
10.00
0.0000
108.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
107.0000
No Ice
0.4750
0.2600
10.00
0.0000
106.0000
No Ice
0.4750
0.2600
10.00
0.0000
106.0000
No Ice
0.4750
0.2600
10.00
0.0000
108.0000
No Ice
0.4750
0.2600
10.00
Page
Job
RISATower
18 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Dishes Description
Face or Leg
Dish Type
Offset Type
HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) P3F-52 (1 ANT MW Ø0.90m E) HP8-102 (1 ANT MW Ø2.40m E) HP10-105 (1 ANT MW Ø3.0m E) 6 FT DISH (1 ANT MW Ø1.80m E) 4 FT DISH (1 ANT MW Ø1.20m E)
A
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/Shroud (HP)
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/o Radome
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
C
Paraboloid w/Shroud (HP)
From Leg
D
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
D
Paraboloid w/Shroud (HP)
From Leg
B
Paraboloid w/Shroud (HP)
From Leg
A
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 53.0000
m 3.0480
No Ice
m2 7.2966
kg 143.79
Worst
42.5000
3.0480
No Ice
7.2966
143.79
Worst
42.5000
3.0480
No Ice
7.2966
143.79
Worst
47.0000
3.0480
No Ice
7.2966
143.79
Worst
47.0000
3.0480
No Ice
7.2966
143.79
Worst
39.0000
3.0480
No Ice
7.2966
143.79
Worst
39.0000
3.0480
No Ice
7.2966
143.79
Worst
35.5000
0.9144
No Ice
0.6596
40.82
Worst
33.0000
2.4384
No Ice
4.6693
113.85
Worst
24.0000
3.0480
No Ice
7.2966
143.79
Worst
24.0000
1.8288
No Ice
2.6264
64.86
Worst
19.0000
1.2192
No Ice
1.1669
77.11
Tower Pressures - No Ice GH = 1.077 Section Elevation
z
m T1 108.0000-102. 0000 T2
KZ
qz
AG
m 105.0000
1.955
kPa 1.33
m2 18.337
99.0000
1.922
1.31
18.337
F a c e A B C D A
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420
m2 0.000 0.000 0.476 0.159 0.000
m2 1.219
1.219
Leg %
50.38 50.38 42.09 47.27 50.38
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 102.0000-96.0 000
m
KZ
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
z
19 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T3 96.0000-90.00 00
93.0000
1.888
1.29
18.337
T4 90.0000-84.00 00
87.0000
1.852
1.26
18.612
T5 84.0000-78.00 00
81.0000
1.815
1.24
18.612
T6 78.0000-72.00 00
75.0000
1.775
1.21
18.612
T7 72.0000-66.00 00
69.0000
1.734
1.18
18.612
T8 66.0000-60.00 00
63.0000
1.689
1.15
18.612
T9 60.0000-57.00 00
58.5000
1.654
1.13
10.188
T10 57.0000-54.00 00
55.5000
1.629
1.11
11.949
T11 54.0000-49.00 00
51.5000
1.595
1.09
23.953
T12 49.0000-44.00 00
46.5000
1.549
1.06
28.843
T13 44.0000-39.00 00
41.5000
1.499
1.02
33.736
T14 39.0000-34.00 00
36.5000
1.445
0.98
38.754
T15 34.0000-29.00 00
31.5000
1.386
0.94
43.644
T16 29.0000-24.00 00
26.5000
1.319
0.90
48.534
T17
21.5000
1.242
0.85
53.426
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 0.717 0.717 0.717 0.717 0.811 0.811 0.811 0.811 1.120 1.120 1.120 1.120 1.261 1.261 1.261 1.261 1.603 1.603 1.603 1.603 1.796 1.796 1.796 1.796 2.040 2.040 2.040 2.040 2.269 2.269 2.269 2.269 3.155
m2 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000
m2
1.219
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
50.38 40.75 42.09 50.38 50.38 40.75 37.93 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 0.00 0.00 0.00
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 24.0000-19.00 00
m
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
z
20 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T18 19.0000-14.00 00
16.5000
1.152
0.79
58.319
T19 14.0000-7.000 0
10.5000
1.012
0.69
95.503
T20 7.0000-0.0000
3.5000
1
0.68
116.328
F a c e B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 3.155 3.155 3.155 3.118 3.118 3.118 3.118 4.001 4.001 4.001 4.001 4.965 4.965 4.965 4.965
m2 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223
m2
Leg %
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.000
0.000
0.000
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Pressure - Service GH = 1.077 Section Elevation
z
KZ
qz
AG
m 105.0000
1.955
kPa 0.33
m2 18.337
T2 102.0000-96.0 000
99.0000
1.922
0.33
18.337
T3 96.0000-90.00 00
93.0000
1.888
0.32
18.337
T4 90.0000-84.00 00
87.0000
1.852
0.32
18.612
T5 84.0000-78.00 00
81.0000
1.815
0.31
18.612
T6 78.0000-72.00 00
75.0000
1.775
0.30
18.612
T7 72.0000-66.00 00
69.0000
1.734
0.30
18.612
T8 66.0000-60.00 00
63.0000
1.689
0.29
18.612
m T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201
m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905
m2 1.219
1.219
1.219
0.000
0.000
0.000
0.000
0.000
Leg %
50.38 50.38 42.09 47.27 50.38 50.38 40.75 42.09 50.38 50.38 40.75 37.93 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
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
m 58.5000
1.654
kPa 0.28
m2 10.188
T10 57.0000-54.00 00
55.5000
1.629
0.28
11.949
T11 54.0000-49.00 00
51.5000
1.595
0.27
23.953
T12 49.0000-44.00 00
46.5000
1.549
0.26
28.843
T13 44.0000-39.00 00
41.5000
1.499
0.26
33.736
T14 39.0000-34.00 00
36.5000
1.445
0.25
38.754
T15 34.0000-29.00 00
31.5000
1.386
0.24
43.644
T16 29.0000-24.00 00
26.5000
1.319
0.22
48.534
T17 24.0000-19.00 00
21.5000
1.242
0.21
53.426
T18 19.0000-14.00 00
16.5000
1.152
0.20
58.319
T19 14.0000-7.000 0
10.5000
1.012
0.17
95.503
T20 7.0000-0.0000
3.5000
1
0.17
116.328
m T9 60.0000-57.00 00
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
z
21 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 0.717 0.717 0.717 0.717 0.811 0.811 0.811 0.811 1.120 1.120 1.120 1.120 1.261 1.261 1.261 1.261 1.603 1.603 1.603 1.603 1.796 1.796 1.796 1.796 2.040 2.040 2.040 2.040 2.269 2.269 2.269 2.269 3.155 3.155 3.155 3.155 3.118 3.118 3.118 3.118 4.001 4.001 4.001 4.001 4.965 4.965 4.965 4.965
m2 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223
m2 0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
22 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
16:58:16 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - No Ice - Wind Normal To Face Section Elevation m
Add Weight
Self Weight
kg 17.26
kg 533.10
T2 102.0000-96.0 000
28.48
506.43
T3 96.0000-90.00 00
37.11
901.78
T4 90.0000-84.00 00
44.88
901.78
T5 84.0000-78.00 00
54.38
928.03
T6 78.0000-72.00 00
59.56
901.78
T7 72.0000-66.00 00
67.32
901.78
T8 66.0000-60.00 00
75.96
928.03
T9 60.0000-57.00 00
38.84
476.74
T10 57.0000-54.00 00
40.57
530.71
T11 54.0000-49.00 00
74.85
937.69
T12 49.0000-44.00 00
82.21
1137.23
T13 44.0000-39.00 00
91.05
1298.13
T14 39.0000-34.00 00
102.70
1659.59
T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141 0.065 0.065 0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046 0.046 0.102
CF
RR
3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246 3.636 3.636 3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735 3.735 3.442
0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58 0.572 0.572 0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571 0.571 0.575
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 2.420 2.420 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 1.201 1.201 1.529 1.824 1.201 1.201 1.529 2.030 1.201 1.201 1.529 2.143 1.201 1.201 1.548 2.295 1.201 1.201 1.713 2.314 0.717 0.717 0.992 1.273 0.811 0.811 1.122 1.364 1.120 1.120 1.786 2.035 1.261 1.261 2.078 2.174 1.603 1.603 2.599 2.515 1.796 1.796 3.027
kg 1250.67
kglm 208.45
C
1245.85
207.64
C
1259.70
209.95
D
844.43
140.74
D
895.39
149.23
D
910.89
151.82
D
933.66
155.61
D
914.99
152.50
D
494.97
164.99
D
535.24
178.41
D
822.22
164.44
D
871.41
174.28
D
1008.14
201.63
C
1127.46
225.49
C
RISATower I . P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T15 34.0000-29.00 00
110.45
1482.44
T16 29.0000-24.00 00
113.84
1639.72
T17 24.0000-19.00 00
121.88
1429.35
T18 19.0000-14.00 00
125.90
1404.77
T19 14.0000-7.000 0
176.26
1808.25
T20 7.0000-0.0000
176.26
2699.18
Sum Weight:
1639.76
23006.49
23 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:58:16 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062
CF
RR
3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651
0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM
AE m2 2.707 2.040 2.040 3.429 2.950 2.269 2.269 3.729 3.179 3.155 3.155 4.780 4.066 3.118 3.118 4.822 4.028 4.001 4.001 6.380 5.273 4.965 4.965 7.341 6.236 1085661 kg-m
Designed by
Ing. C. Londoño M.
F
w
Ctrl. Face
kg
kglm
1223.75
244.75
C
1272.13
254.43
C
1507.55
301.51
C
1425.97
285.19
C
1705.14
243.59
C
1958.11
279.73
C
22207.66
Tower Forces - No Ice - Wind 45 To Face Section Elevation m
Add Weight
Self Weight
kg 17.26
kg 533.10
T2 102.0000-96.0 000
28.48
506.43
T3 96.0000-90.00 00
37.11
901.78
T4 90.0000-84.00 00
44.88
901.78
T5 84.0000-78.00 00
54.38
928.03
T6 78.0000-72.00
59.56
901.78
T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B
e
0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141 0.065 0.065
CF
RR
DF
DR
3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246 3.636 3.636
0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58 0.572 0.572
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106 1.048 1.048
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106 1.048 1.048
AE
F
w
Ctrl. Face
m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 1.259 1.259 1.639 1.992 1.259 1.259 1.638 2.245 1.259 1.259
kg 1398.84
kglm 233.14
C
1398.29
233.05
C
1425.29
237.55
D
922.02
153.67
D
990.27
165.04
D
1014.41
169.07
D
RISATower I . P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T7 72.0000-66.00 00
67.32
901.78
T8 66.0000-60.00 00
75.96
928.03
T9 60.0000-57.00 00
38.84
476.74
T10 57.0000-54.00 00
40.57
530.71
T11 54.0000-49.00 00
74.85
937.69
T12 49.0000-44.00 00
82.21
1137.23
T13 44.0000-39.00 00
91.05
1298.13
T14 39.0000-34.00 00
102.70
1659.59
T15 34.0000-29.00 00
110.45
1482.44
T16 29.0000-24.00 00
113.84
1639.72
T17 24.0000-19.00 00
121.88
1429.35
T18 19.0000-14.00 00
125.90
1404.77
T19 14.0000-7.000 0
176.26
1808.25
T20 7.0000-0.0000
176.26
2699.18
Sum Weight:
1639.76
23006.49
24 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:58:16 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046 0.046 0.102 0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062
CF
RR
DF
DR
3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735 3.735 3.442 3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651
0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572
1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046
1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046 OTM
AE m2 1.638 2.386 1.259 1.259 1.660 2.579 1.259 1.259 1.858 2.603 0.755 0.755 1.079 1.429 0.852 0.852 1.217 1.515 1.159 1.159 1.914 2.207 1.303 1.303 2.223 2.335 1.660 1.660 2.791 2.694 1.858 1.858 3.258 2.884 2.111 2.111 3.692 3.134 2.349 2.349 4.006 3.368 3.294 3.294 5.181 4.336 3.243 3.243 5.199 4.272 4.127 4.127 6.789 5.531 5.124 5.124 7.772 6.525 1200341 kg-m
Designed by
Ing. C. Londoño M.
F
w
kg
kglm
1049.32
174.89
D
1029.51
171.58
D
555.80
185.27
D
594.48
198.16
D
891.91
178.38
D
935.96
187.19
D
1082.88
216.58
C
1213.35
242.67
C
1317.44
263.49
C
1366.64
273.33
C
1634.00
326.80
C
1537.46
307.49
C
1814.24
259.18
C
2073.13
296.16
C
24245.23
Ctrl. Face
RISATower I . P. DOLMEN S.A.
25 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:58:16 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - Service - Wind Normal To Face Section Elevation m
Add Weight
Self Weight
kg 17.26
kg 533.10
T2 102.0000-96.0 000
28.48
506.43
T3 96.0000-90.00 00
37.11
901.78
T4 90.0000-84.00 00
44.88
901.78
T5 84.0000-78.00 00
54.38
928.03
T6 78.0000-72.00 00
59.56
901.78
T7 72.0000-66.00 00
67.32
901.78
T8 66.0000-60.00 00
75.96
928.03
T9 60.0000-57.00 00
38.84
476.74
T10 57.0000-54.00 00
40.57
530.71
T11 54.0000-49.00 00
74.85
937.69
T12 49.0000-44.00 00
82.21
1137.23
T13 44.0000-39.00 00
91.05
1298.13
T14
102.70
1659.59
T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
e
0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141 0.065 0.065 0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046
CF
3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246 3.636 3.636 3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735
RR
0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58 0.572 0.572 0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 2.420 2.420 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 1.201 1.201 1.529 1.824 1.201 1.201 1.529 2.030 1.201 1.201 1.529 2.143 1.201 1.201 1.548 2.295 1.201 1.201 1.713 2.314 0.717 0.717 0.992 1.273 0.811 0.811 1.122 1.364 1.120 1.120 1.786 2.035 1.261 1.261 2.078 2.174 1.603 1.603 2.599 2.515 1.796
kg 312.67
kglm 52.11
C
311.46
51.91
C
314.92
52.49
D
211.11
35.18
D
223.85
37.31
D
227.72
37.95
D
233.41
38.90
D
228.75
38.12
D
123.74
41.25
D
133.81
44.60
D
205.55
41.11
D
217.85
43.57
D
252.04
50.41
C
281.87
56.37
C
Page
Job
RISATower
26 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section Elevation
Add Weight
Self Weight
m 39.0000-34.00 00
kg
kg
T15 34.0000-29.00 00
110.45
1482.44
T16 29.0000-24.00 00
113.84
1639.72
T17 24.0000-19.00 00
121.88
1429.35
T18 19.0000-14.00 00
125.90
1404.77
T19 14.0000-7.000 0
176.26
1808.25
T20 7.0000-0.0000
176.26
2699.18
Sum Weight:
1639.76
23006.49
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.046 0.102 0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062
CF
RR
3.735 3.442 3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651
0.571 0.575 0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM
AE
F
w
m2 1.796 3.027 2.707 2.040 2.040 3.429 2.950 2.269 2.269 3.729 3.179 3.155 3.155 4.780 4.066 3.118 3.118 4.822 4.028 4.001 4.001 6.380 5.273 4.965 4.965 7.341 6.236 271415 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
305.94
61.19
C
318.03
63.61
C
376.89
75.38
C
356.49
71.30
C
426.28
60.90
C
489.53
69.93
C
5551.91
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
Self Weight
kg 17.26
kg 533.10
T2 102.0000-96.0 000
28.48
506.43
T3 96.0000-90.00 00
37.11
901.78
T4 90.0000-84.00 00
44.88
901.78
T5 84.0000-78.00 00
54.38
928.03
m T1 108.0000-102. 0000
F a c e A B C D A B C D A B C D A B C D A B C D
e
0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141
CF
3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246
RR
0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58
DF
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106
DR
1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106
AE
F
w
Ctrl. Face
m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 1.259 1.259 1.639 1.992 1.259 1.259 1.638 2.245
kg 349.71
kglm 58.28
C
349.57
58.26
C
356.32
59.39
D
230.51
38.42
D
247.57
41.26
D
RISATower I . P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg 59.56
kg 901.78
T7 72.0000-66.00 00
67.32
901.78
T8 66.0000-60.00 00
75.96
928.03
T9 60.0000-57.00 00
38.84
476.74
T10 57.0000-54.00 00
40.57
530.71
T11 54.0000-49.00 00
74.85
937.69
T12 49.0000-44.00 00
82.21
1137.23
T13 44.0000-39.00 00
91.05
1298.13
T14 39.0000-34.00 00
102.70
1659.59
T15 34.0000-29.00 00
110.45
1482.44
T16 29.0000-24.00 00
113.84
1639.72
T17 24.0000-19.00 00
121.88
1429.35
T18 19.0000-14.00 00
125.90
1404.77
T19 14.0000-7.000 0
176.26
1808.25
T20 7.0000-0.0000
176.26
2699.18
T6 78.0000-72.00 00
27 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:58:16 10/23/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.065 0.065 0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046 0.046 0.102 0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062
CF
RR
DF
DR
3.636 3.636 3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735 3.735 3.442 3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651
0.572 0.572 0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572
1.048 1.048 1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046
1.048 1.048 1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 1.259 1.259 1.638 2.386 1.259 1.259 1.660 2.579 1.259 1.259 1.858 2.603 0.755 0.755 1.079 1.429 0.852 0.852 1.217 1.515 1.159 1.159 1.914 2.207 1.303 1.303 2.223 2.335 1.660 1.660 2.791 2.694 1.858 1.858 3.258 2.884 2.111 2.111 3.692 3.134 2.349 2.349 4.006 3.368 3.294 3.294 5.181 4.336 3.243 3.243 5.199 4.272 4.127 4.127 6.789 5.531 5.124 5.124 7.772 6.525
kg 253.60
kglm 42.27
D
262.33
43.72
D
257.38
42.90
D
138.95
46.32
D
148.62
49.54
D
222.98
44.60
D
233.99
46.80
D
270.72
54.14
C
303.34
60.67
C
329.36
65.87
C
341.66
68.33
C
408.50
81.70
C
384.37
76.87
C
453.56
64.79
C
518.28
74.04
C
Project
kg 1639.76
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m Sum Weight:
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Add Weight
28 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Self Weight kg 23006.49
F a c e
e
CF
RR
DF
DR
OTM
AE
F
w
m2 300085 kg-m
kg 6061.31
Designed by
Ing. C. Londoño M.
Ctrl. Face
kglm
Mast Vectors - No Ice Section No. T1
Section Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
T12
49.0000-44.0000
T13
44.0000-39.0000
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45
Directionality
F
Wind Normal
kg 1250.67
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90
1398.84 1250.67 1245.85 1398.29 1245.85 1259.70 1425.29 1259.70 844.43 922.02 844.43 895.39 990.27 895.39 910.89 1014.41 910.89 933.66 1049.32 933.66 914.99 1029.51 914.99 494.97 555.80 494.97 535.24 594.48 535.24 822.22 891.91 822.22 871.41 935.96 871.41 1008.14 1082.88 1008.14 1127.46 1213.35 1127.46 1223.75 1317.44 1223.75 1272.13 1366.64
Vx
Vz
kg
OTMx
OTMz kg-m
0.00
kg -1250.67
kg-m -131314
989.13 1250.67 0.00 988.74 1245.85 0.00 1007.83 1259.70 0.00 651.97 844.43 0.00 700.22 895.39 0.00 717.29 910.89 0.00 741.98 933.66 0.00 727.97 914.99 0.00 393.01 494.97 0.00 420.36 535.24 0.00 630.68 822.22 0.00 661.82 871.41 0.00 765.71 1008.14 0.00 857.97 1127.46 0.00 931.57 1223.75 0.00 966.36
-989.13 0.00 -1245.85 -988.74 0.00 -1259.70 -1007.83 0.00 -844.43 -651.97 0.00 -895.39 -700.22 0.00 -910.89 -717.29 0.00 -933.66 -741.98 0.00 -914.99 -727.97 0.00 -494.97 -393.01 0.00 -535.24 -420.36 0.00 -822.22 -630.68 0.00 -871.41 -661.82 0.00 -1008.14 -765.71 0.00 -1127.46 -857.97 0.00 -1223.75 -931.57 0.00 -1272.13 -966.36
-103852 7 -123319 -97866 20 -117119 -93696 33 -73421 -56677 44 -72468 -56659 59 -68250 -53730 67 -64345 -51119 77 -57566 -45784 79 -28913 -22948 43 -29655 -23279 51 -42243 -32378 101 -40398 -30652 122 -41694 -31634 144 -40988 -31151 165 -38362 -29159 186 -33504 -25402
Torque kg-m -20
88
-103878 -131340 -24 -97909 -123362 -24 -93752 -117175 -24 -56745 -73489 -24 -56742 -72550 -24 -53821 -68340 -25 -51221 -64447 -37 -45899 -57681 -22 -23012 -28977 -29 -23359 -29735 -75 -32555 -42419 -111 -30886 -40632 -160 -31937 -41998 -227 -31543 -41380 -290 -29634 -38838 -339 -25947
92 29 101 146 84 99 189 137 113 253 214 114 312 285 113 341 320 117 383 364 162 406 348 91 217 182 120 259 211 312 564 424 438 703 487 598 870 547 844 1119 626 1047 1321 687 1172 1447
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section Elevation m
29 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
F
Vx
kg 1272.13 1507.55 1634.00 1507.55 1425.97 1537.46 1425.97 1705.14 1814.24 1705.14 1958.11 2073.13 1958.11
Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
kg 1272.13 0.00 1155.42 1507.55 0.00 1087.15 1425.97 0.00 1282.86 1705.14 0.00 1465.93 1958.11
Vz
OTMx
OTMz
kg
kg-m
kg-m -34050 -416 -25257 -32828 -477 -18415 -24006 -783 -14253 -18687 -955 -6086 -7809
0.00 -1507.55 -1155.42 0.00 -1425.97 -1087.15 0.00 -1705.14 -1282.86 0.00 -1958.11 -1465.93 0.00
207 -32184 -24613 228 -23279 -17689 249 -17496 -13062 408 -6355 -4632 498
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m 733 1319 1580 742 1432 1677 768 2136 2468 1145 2553 2936 1368
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 17143.97 22207.66
Vz kg -22207.66 -17143.97 0.00
OTMx
OTMz
Torque
kg-m -1082874 -845983 2787
kg-m
kg-m
-4082 -852851 -1089743
12968 17281 9702
Mast Vectors - Service Section No. T1
Section Elevation m 108.0000-102.000 0
T2
102.0000-96.0000
T3
96.0000-90.0000
T4
90.0000-84.0000
T5
84.0000-78.0000
T6
78.0000-72.0000
T7
72.0000-66.0000
T8
66.0000-60.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45
Directionality
F
Vx
Vz
OTMx
OTMz
kg 312.67
kg
Wind Normal
kg -312.67
kg-m -32824
kg-m
0.00
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90
349.71 312.67 311.46 349.57 311.46 314.92 356.32 314.92 211.11 230.51 211.11 223.85 247.57 223.85 227.72 253.60 227.72 233.41 262.33 233.41 228.75 257.38
247.28 312.67 0.00 247.19 311.46 0.00 251.96 314.92 0.00 162.99 211.11 0.00 175.06 223.85 0.00 179.32 227.72 0.00 185.49 233.41 0.00 181.99
-247.28 0.00 -311.46 -247.19 0.00 -314.92 -251.96 0.00 -211.11 -162.99 0.00 -223.85 -175.06 0.00 -227.72 -179.32 0.00 -233.41 -185.49 0.00 -228.75 -181.99
-25958 7 -30815 -24452 20 -29255 -23399 33 -18322 -14136 44 -18073 -14121 59 -17012 -13383 67 -16028 -12722 77 -14333 -11387
Torque kg-m -20
22
-25984 -32850 -24 -24495 -30858 -24 -23456 -29311 -24 -14204 -18390 -24 -14203 -18155 -24 -13473 -17103 -25 -12824 -16130 -37 -11502
23 7 25 37 21 25 47 34 28 63 54 29 78 71 28 85 80 29 96 91 41 101
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
T9
60.0000-57.0000
T10
57.0000-54.0000
T11
54.0000-49.0000
T12
49.0000-44.0000
T13
44.0000-39.0000
T14
39.0000-34.0000
T15
34.0000-29.0000
T16
29.0000-24.0000
T17
24.0000-19.0000
T18
19.0000-14.0000
T19
14.0000-7.0000
T20
7.0000-0.0000
Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 228.75 123.74 138.95 123.74 133.81 148.62 133.81 205.55 222.98 205.55 217.85 233.99 217.85 252.04 270.72 252.04 281.87 303.34 281.87 305.94 329.36 305.94 318.03 341.66 318.03 376.89 408.50 376.89 356.49 384.37 356.49 426.28 453.56 426.28 489.53 518.28 489.53
kg 228.75 0.00 98.25 123.74 0.00 105.09 133.81 0.00 157.67 205.55 0.00 165.46 217.85 0.00 191.43 252.04 0.00 214.49 281.87 0.00 232.89 305.94 0.00 241.59 318.03 0.00 288.85 376.89 0.00 271.79 356.49 0.00 320.72 426.28 0.00 366.48 489.53
kg
kg-m
kg-m -14448 -22 -5769 -7260 -29 -5861 -7455 -75 -8195 -10661 -111 -7805 -10241 -160 -8104 -10619 -227 -8056 -10515 -290 -7626 -9927 -339 -6741 -8767 -416 -6626 -8519 -477 -4962 -6360 -783 -4150 -5259 -955 -2238 -2669
0.00 -123.74 -98.25 0.00 -133.81 -105.09 0.00 -205.55 -157.67 0.00 -217.85 -165.46 0.00 -252.04 -191.43 0.00 -281.87 -214.49 0.00 -305.94 -232.89 0.00 -318.03 -241.59 0.00 -376.89 -288.85 0.00 -356.49 -271.79 0.00 -426.28 -320.72 0.00 -489.53 -366.48 0.00
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -5551.91 -4285.99 0.00
kg-m -268629 -209406 2787
kg-m
kg-m
0.00 4285.99 5551.91
30 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
-4082 -216275 -275497
3242 4320 2425
79 -7196 -5705 43 -7376 -5782 51 -10485 -8019 101 -10008 -7571 122 -10316 -7801 144 -10123 -7664 165 -9451 -7150 186 -8221 -6195 207 -7875 -5982 228 -5633 -4235 249 -4068 -2959 408 -1215 -784 498
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m 87 23 54 46 30 65 53 78 141 106 109 176 122 149 217 137 211 280 156 262 330 172 293 362 183 330 395 186 358 419 192 534 617 286 638 734 342
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Discrete Appurtenance Pressures - No Ice Description
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250
Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000
31 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00
Offsetx
Offsetz
m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485
m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485
z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000
Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970
qz kPa 1.34 1.34 1.34 1.34 1.33 1.33 1.33 1.33 1.31 1.31 1.31 1.31 1.30 1.30 1.30 1.30 1.28 1.28 1.28 1.28 1.27 1.27 1.27 1.27 1.25 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.21 1.21 1.21 1.21 1.19 1.19 1.19 1.19 1.17 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.13 1.11 1.10 1.09 0.97 0.94 1.34 1.34
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
GH = 1.077
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 315.0000 45.0000 135.0000 225.0000 45.0000 135.0000 225.0000 Sum Weight:
AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
32 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Description
Page
Job
RISATower
Weight kg 10.00 10.00 10.00 10.00 10.00 10.00 10.00 2154.00
Offsetx
Offsetz
z
m -2.2071 2.2071 2.3485 -2.3485 2.2071 2.3485 -2.3485
m -2.2071 -2.2071 2.3485 2.3485 -2.2071 2.3485 2.3485
m 107.0000 107.0000 107.0000 107.0000 106.0000 106.0000 108.0000
Kz
qz
1.965 1.965 1.965 1.965 1.960 1.960 1.970
kPa 1.34 1.34 1.34 1.34 1.34 1.34 1.34
CAAC Front m2 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
CAAC Side m2 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.87 70.53
Vz
kg 14.69 10.39 0.00
OTMx
kg 0.00 49.87 70.53
OTMz
kg-m -14.69 -10.39 0.00
Torque
kg-m -1565 -1107 0
kg-m 84 -5228 -7428
-31 -22 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 70.53 49.87 0.00
Vz
kg 0.00 10.39 14.69
OTMx
kg 0.00 10.39 14.69
OTMz
kg-m -70.53 -49.87 0.00
Torque
kg-m -7596 -5396 -84
kg-m 0 -1107 -1565
0 -22 -31
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.87 70.53
Vz
kg 14.69 10.39 0.00
OTMx
kg 0.00 49.87 70.53
OTMz
kg-m -14.69 -10.39 0.00
Torque
kg-m -1565 -1107 0
kg-m -84 -5396 -7596
31 22 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 70.53 49.87 0.00
Vz
kg 0.00 10.39 14.69
OTMx
kg 0.00 10.39 14.69
OTMz
kg-m -70.53 -49.87 0.00
Torque
kg-m -7428 -5228 84
kg-m 0 -1107 -1565
0 22 31
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 49.47
Vz
kg 14.57 10.31
OTMx
kg 0.00 49.47
OTMz
kg-m -14.57 -10.31
Torque
kg-m -1508 -1067
kg-m 84 -5036
-31 -22
Page
Job
RISATower
33 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 69.96
Vz
kg 0.00
OTMx
kg 69.96
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -7157
0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B
Fs
kg
0 45 90
Vx
kg 69.96 49.47 0.00
Vz
kg 0.00 10.31 14.57
OTMx
kg 0.00 10.31 14.57
OTMz
kg-m -69.96 -49.47 0.00
Torque
kg-m -7325 -5204 -84
kg-m 0 -1067 -1508
0 -22 -31
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 49.47 69.96
Vz
kg 14.57 10.31 0.00
OTMx
kg 0.00 49.47 69.96
OTMz
kg-m -14.57 -10.31 0.00
Torque
kg-m -1508 -1067 0
kg-m -84 -5204 -7325
31 22 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 69.96 49.47 0.00
Vz
kg 0.00 10.31 14.57
OTMx
kg 0.00 10.31 14.57
OTMz
kg-m -69.96 -49.47 0.00
Torque
kg-m -7157 -5036 84
kg-m 0 -1067 -1508
0 22 31
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.91 69.17
Vz
kg 14.41 10.19 0.00
OTMx
kg 0.00 48.91 69.17
OTMz
kg-m -14.41 -10.19 0.00
Torque
kg-m -1434 -1014 0
kg-m 84 -4783 -6799
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 69.17 48.91 0.00
Vz
kg 0.00 10.19 14.41
OTMx
kg 0.00 10.19 14.41
OTMz
kg-m -69.17 -48.91 0.00
Torque
kg-m -6967 -4951 -84
kg-m 0 -1014 -1434
0 -21 -30
Page
Job
RISATower
34 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.91 69.17
Vz
kg 14.41 10.19 0.00
OTMx
kg 0.00 48.91 69.17
OTMz
kg-m -14.41 -10.19 0.00
Torque
kg-m -1434 -1014 0
kg-m -84 -4951 -6967
30 21 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 69.17 48.91 0.00
Vz
kg 0.00 10.19 14.41
OTMx
kg 0.00 10.19 14.41
OTMz
kg-m -69.17 -48.91 0.00
Torque
kg-m -6799 -4783 84
kg-m 0 -1014 -1434
0 21 30
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.49 68.57
Vz
kg 14.29 10.10 0.00
OTMx
kg 0.00 48.49 68.57
OTMz
kg-m -14.29 -10.10 0.00
Torque
kg-m -1379 -975 0
kg-m 84 -4595 -6533
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 68.57 48.49 0.00
Vz
kg 0.00 10.10 14.29
OTMx
kg 0.00 10.10 14.29
OTMz
kg-m -68.57 -48.49 0.00
Torque
kg-m -6701 -4763 -84
kg-m 0 -975 -1379
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 48.49 68.57
Vz
kg 14.29 10.10 0.00
OTMx
kg 0.00 48.49 68.57
OTMz
kg-m -14.29 -10.10 0.00
Torque
kg-m -1379 -975 0
kg-m -84 -4763 -6701
30 21 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 68.57 48.49 0.00
Vz
kg 0.00 10.10 14.29
OTMx
kg 0.00 10.10 14.29
OTMz
kg-m -68.57 -48.49 0.00
2 ANT TV 0.30x2.0m - Elevation 91 - From Face A
Torque
kg-m -6533 -4595 84
kg-m 0 -975 -1379
0 21 30
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Fa
35 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 0.00 47.68 67.43
Vz
kg 14.05 9.93 0.00
OTMx
kg 0.00 47.68 67.43
OTMz
kg-m -14.05 -9.93 0.00
Designed by
Ing. C. Londoño M.
Torque
kg-m -1278 -904 0
16:58:16 10/23/13
kg-m 84 -4255 -6052
-30 -21 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 67.43 47.68 0.00
Vz
kg 0.00 9.93 14.05
OTMx
kg 0.00 9.93 14.05
OTMz
kg-m -67.43 -47.68 0.00
Torque
kg-m -6220 -4423 -84
kg-m 0 -904 -1278
0 -21 -30
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.68 67.43
Vz
kg 14.05 9.93 0.00
OTMx
kg 0.00 47.68 67.43
OTMz
kg-m -14.05 -9.93 0.00
Torque
kg-m -1278 -904 0
kg-m -84 -4423 -6220
30 21 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 67.43 47.68 0.00
Vz
kg 0.00 9.93 14.05
OTMx
kg 0.00 9.93 14.05
OTMz
kg-m -67.43 -47.68 0.00
Torque
kg-m -6052 -4255 84
kg-m 0 -904 -1278
0 21 30
2 ANT TV 0.30x2.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 47.23 66.79
Vz
kg 13.91 9.84 0.00
OTMx
kg 0.00 47.23 66.79
OTMz
kg-m -13.91 -9.84 0.00
Torque
kg-m -1224 -866 0
kg-m 84 -4072 -5793
-29 -21 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 66.79 47.23 0.00
Vz
kg 0.00 9.84 13.91
OTMx
kg 0.00 9.84 13.91
OTMz
kg-m -66.79 -47.23 0.00
Torque
kg-m -5961 -4240 -84
kg-m 0 -866 -1224
0 -21 -29
2 ANT TV 0.30x2.0m - Elevation 88 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 47.23
Vz
kg 13.91 9.84
OTMx
kg 0.00 47.23
OTMz
kg-m -13.91 -9.84
Torque
kg-m -1224 -866
kg-m -84 -4240
29 21
Page
Job
RISATower
36 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 88 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 66.79
Vz
kg 0.00
OTMx
kg 66.79
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -5961
0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Fs
kg
0 45 90
Vx
kg 66.79 47.23 0.00
Vz
kg 0.00 9.84 13.91
OTMx
kg 0.00 9.84 13.91
OTMz
kg-m -66.79 -47.23 0.00
Torque
kg-m -5793 -4072 84
kg-m 0 -866 -1224
0 21 29
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 46.60 65.91
Vz
kg 13.73 9.71 0.00
OTMx
kg 0.00 46.60 65.91
OTMz
kg-m -13.73 -9.71 0.00
Torque
kg-m -1153 -816 0
kg-m 84 -3831 -5452
-29 -20 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 65.91 46.60 0.00
Vz
kg 0.00 9.71 13.73
OTMx
kg 0.00 9.71 13.73
OTMz
kg-m -65.91 -46.60 0.00
Torque
kg-m -5620 -3999 -84
kg-m 0 -816 -1153
0 -20 -29
2 ANT TV 0.30x2.0m - Elevation 84 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 46.60 65.91
Vz
kg 13.73 9.71 0.00
OTMx
kg 0.00 46.60 65.91
OTMz
kg-m -13.73 -9.71 0.00
Torque
kg-m -1153 -816 0
kg-m -84 -3999 -5620
29 20 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 65.91 46.60 0.00
Vz
kg 0.00 9.71 13.73
OTMx
kg 0.00 9.71 13.73
OTMz
kg-m -65.91 -46.60 0.00
Torque
kg-m -5452 -3831 84
kg-m 0 -816 -1153
0 20 29
2 ANT TV 0.30x2.0m - Elevation 81 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 46.12
Vz
kg 13.59 9.61
OTMx
kg 0.00 46.12
OTMz
kg-m -13.59 -9.61
Torque
kg-m -1101 -778
kg-m 84 -3652
-29 -20
Page
Job
RISATower
37 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 81 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 65.23
Vz
kg 0.00
OTMx
kg 65.23
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -5199
0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Fs
kg
0 45 90
Vx
kg 65.23 46.12 0.00
Vz
kg 0.00 9.61 13.59
OTMx
kg 0.00 9.61 13.59
OTMz
kg-m -65.23 -46.12 0.00
Torque
kg-m -5367 -3820 -84
kg-m 0 -778 -1101
0 -20 -29
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 46.12 65.23
Vz
kg 13.59 9.61 0.00
OTMx
kg 0.00 46.12 65.23
OTMz
kg-m -13.59 -9.61 0.00
Torque
kg-m -1101 -778 0
kg-m -84 -3820 -5367
29 20 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 65.23 46.12 0.00
Vz
kg 0.00 9.61 13.59
OTMx
kg 0.00 9.61 13.59
OTMz
kg-m -65.23 -46.12 0.00
Torque
kg-m -5199 -3652 84
kg-m 0 -778 -1101
0 20 29
2 ANT TV 0.30x2.0m - Elevation 75 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 45.12 63.81
Vz
kg 13.29 9.40 0.00
OTMx
kg 0.00 45.12 63.81
OTMz
kg-m -13.29 -9.40 0.00
Torque
kg-m -997 -705 0
kg-m 84 -3300 -4702
-28 -20 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 63.81 45.12 0.00
Vz
kg 0.00 9.40 13.29
OTMx
kg 0.00 9.40 13.29
OTMz
kg-m -63.81 -45.12 0.00
Torque
kg-m -4870 -3468 -84
kg-m 0 -705 -997
0 -20 -28
2 ANT TV 0.30x2.0m - Elevation 75 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 45.12
Vz
kg 13.29 9.40
OTMx
kg 0.00 45.12
OTMz
kg-m -13.29 -9.40
Torque
kg-m -997 -705
kg-m -84 -3468
28 20
Page
Job
RISATower
38 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 75 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 63.81
Vz
kg 0.00
OTMx
kg 63.81
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -4870
0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Fs
kg
0 45 90
Vx
kg 63.81 45.12 0.00
Vz
kg 0.00 9.40 13.29
OTMx
kg 0.00 9.40 13.29
OTMz
kg-m -63.81 -45.12 0.00
Torque
kg-m -4702 -3300 84
kg-m 0 -705 -997
0 20 28
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 44.51 62.94
Vz
kg 13.11 9.27 0.00
OTMx
kg 0.00 44.51 62.94
OTMz
kg-m -13.11 -9.27 0.00
Torque
kg-m -938 -663 0
kg-m 84 -3098 -4416
-28 -19 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 62.94 44.51 0.00
Vz
kg 0.00 9.27 13.11
OTMx
kg 0.00 9.27 13.11
OTMz
kg-m -62.94 -44.51 0.00
Torque
kg-m -4584 -3266 -84
kg-m 0 -663 -938
0 -19 -28
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 44.51 62.94
Vz
kg 13.11 9.27 0.00
OTMx
kg 0.00 44.51 62.94
OTMz
kg-m -13.11 -9.27 0.00
Torque
kg-m -938 -663 0
kg-m -84 -3266 -4584
28 19 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 62.94 44.51 0.00
Vz
kg 0.00 9.27 13.11
OTMx
kg 0.00 9.27 13.11
OTMz
kg-m -62.94 -44.51 0.00
Torque
kg-m -4416 -3098 84
kg-m 0 -663 -938
0 19 28
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 43.78
Vz
kg 12.90 9.12
OTMx
kg 0.00 43.78
OTMz
kg-m -12.90 -9.12
Torque
kg-m -871 -616
kg-m 84 -2871
-27 -19
Page
Job
RISATower
39 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 61.92
Vz
kg 0.00
OTMx
kg 61.92
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -4095
0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Fs
kg
0 45 90
Vx
kg 61.92 43.78 0.00
Vz
kg 0.00 9.12 12.90
OTMx
kg 0.00 9.12 12.90
OTMz
kg-m -61.92 -43.78 0.00
Torque
kg-m -4263 -3039 -84
kg-m 0 -616 -871
0 -19 -27
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.78 61.92
Vz
kg 12.90 9.12 0.00
OTMx
kg 0.00 43.78 61.92
OTMz
kg-m -12.90 -9.12 0.00
Torque
kg-m -871 -616 0
kg-m -84 -3039 -4263
27 19 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 61.92 43.78 0.00
Vz
kg 0.00 9.12 12.90
OTMx
kg 0.00 9.12 12.90
OTMz
kg-m -61.92 -43.78 0.00
Torque
kg-m -4095 -2871 84
kg-m 0 -616 -871
0 19 27
2 ANT TV 0.30x2.0m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 43.12 60.98
Vz
kg 12.70 8.98 0.00
OTMx
kg 0.00 43.12 60.98
OTMz
kg-m -12.70 -8.98 0.00
Torque
kg-m -813 -575 0
kg-m 84 -2676 -3819
-27 -19 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 60.98 43.12 0.00
Vz
kg 0.00 8.98 12.70
OTMx
kg 0.00 8.98 12.70
OTMz
kg-m -60.98 -43.12 0.00
Torque
kg-m -3987 -2844 -84
kg-m 0 -575 -813
0 -19 -27
2 ANT TV 0.30x2.0m - Elevation 64 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 43.12
Vz
kg 12.70 8.98
OTMx
kg 0.00 43.12
OTMz
kg-m -12.70 -8.98
Torque
kg-m -813 -575
kg-m -84 -2844
27 19
Page
Job
RISATower
40 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 64 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 60.98
Vz
kg 0.00
OTMx
kg 60.98
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -3987
0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Fs
kg
0 45 90
Vx
kg 60.98 43.12 0.00
Vz
kg 0.00 8.98 12.70
OTMx
kg 0.00 8.98 12.70
OTMz
kg-m -60.98 -43.12 0.00
Torque
kg-m -3819 -2676 84
kg-m 0 -575 -813
0 19 27
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.33 37.24 26.33
Vz
kg 7.02 0.00 7.02
OTMx
kg 13.65 26.33 23.58
OTMz
kg-m -23.58 -26.33 -13.65
Torque
kg-m -1440 -1602 -854
kg-m -854 -1602 -1440
20 0 -20
2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.94 36.69 25.94
Vz
kg 6.92 0.00 6.92
OTMx
kg 13.45 25.94 23.23
OTMz
kg-m -23.23 -25.94 -13.45
Torque
kg-m -1357 -1508 -809
kg-m -809 -1508 -1357
23 0 -23
2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.67 36.31 25.67
Vz
kg 6.85 0.00 6.85
OTMx
kg 13.31 25.67 22.99
OTMz
kg-m -22.99 -25.67 -13.31
Torque
kg-m -1302 -1447 -779
kg-m -779 -1447 -1302
24 0 -24
2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.40 35.92 25.40
Vz
kg 6.77 0.00 6.77
OTMx
kg 13.17 25.40 22.75
OTMz
kg-m -22.75 -25.40 -13.17
Torque
kg-m -1248 -1386 -750
kg-m -750 -1386 -1248
26 0 -26
2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 22.49 31.81
Vz
kg 6.00 0.00
OTMx
kg 11.66 22.49
OTMz
kg-m -20.15 -22.49
Torque
kg-m -792 -872
kg-m -504 -872
38 0
Page
Job
RISATower
41 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 22.49
Vz
kg 6.00
OTMx
kg 20.15
OTMz
kg-m -11.66
Torque
kg-m -504
kg-m -792
-38
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Fs
kg
0 45 90
Vx
kg 21.91 30.98 21.91
Vz
kg 5.84 0.00 5.84
OTMx
kg 11.36 21.91 19.62
OTMz
kg-m -19.62 -21.91 -11.36
Torque
kg-m -723 -793 -466
kg-m -466 -793 -723
39 0 -39
AT15-250 - Elevation 108 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.55 70.08 49.55
Vz
kg 27.12 0.00 27.12
OTMx
kg 15.86 49.55 54.22
OTMz
kg-m -54.22 -49.55 -15.86
Torque
kg-m -5877 -5374 -1735
kg-m -1735 -5374 -5877
85 0 -85
AT15-250 - Elevation 108 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.55 0.00 49.55
Vz
kg 27.12 38.36 27.12
OTMx
kg -15.86 27.12 54.22
OTMz
kg-m -54.22 -27.12 15.86
Torque
kg-m -5832 -2906 1736
kg-m 1689 -2953 -5879
90 127 90
AT15-250 - Elevation 107 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.42 0.00 49.42
Vz
kg 27.05 38.26 27.05
OTMx
kg -15.82 27.05 54.07
OTMz
kg-m -54.07 -27.05 15.82
Torque
kg-m -5808 -2917 1670
kg-m 1715 -2872 -5764
-84 -119 -84
AT15-250 - Elevation 107 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.42 69.89 49.42
Vz
kg 27.05 0.00 27.05
OTMx
kg 15.82 49.42 54.07
OTMz
kg-m -54.07 -49.42 -15.82
Torque
kg-m -5808 -5310 -1715
kg-m -1715 -5310 -5808
84 0 -84
AT15-250 - Elevation 107 - From Leg C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 49.42 0.00
Vz
kg 27.05 38.26
OTMx
kg -15.82 27.05
OTMz
kg-m -54.07 -27.05
Torque
kg-m -5762 -2871
kg-m 1669 -2918
90 127
Page
Job
RISATower
42 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 107 - From Leg C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 49.42
Vz
kg 27.05
OTMx
kg 54.07
OTMz
kg-m 15.82
Torque
kg-m 1716
kg-m -5809
90
AT15-250 - Elevation 107 - From Leg D
Fs
kg
0 45 90
Vx
kg 49.42 69.89 49.42
Vz
kg 27.05 0.00 27.05
OTMx
kg 15.82 49.42 54.07
OTMz
kg-m -54.07 -49.42 -15.82
Torque
kg-m -5762 -5264 -1669
kg-m -1669 -5264 -5762
-90 0 90
AT15-250 - Elevation 106 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.29 69.70 49.29
Vz
kg 26.98 0.00 26.98
OTMx
kg 15.77 49.29 53.93
OTMz
kg-m -53.93 -49.29 -15.77
Torque
kg-m -5738 -5247 -1694
kg-m -1694 -5247 -5738
84 0 -84
AT15-250 - Elevation 106 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.29 0.00 49.29
Vz
kg 26.98 38.15 26.98
OTMx
kg -15.77 26.98 53.93
OTMz
kg-m -53.93 -26.98 15.77
Torque
kg-m -5693 -2836 1696
kg-m 1649 -2883 -5740
90 127 90
AT15-250 - Elevation 108 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.55 70.08 49.55
Vz
kg 27.12 0.00 27.12
OTMx
kg 15.86 49.55 54.22
OTMz
kg-m -54.22 -49.55 -15.86
Torque
kg-m -5832 -5328 -1689
kg-m -1689 -5328 -5832
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -2536.12 -1858.69 -92.47
kg-m -224404 -162637 -5846
kg-m
kg-m
92.47 1858.69 2536.12
-5943 -162733 -224501
429 262 -58
Discrete Appurtenance Pressures - Service
GH = 1.077
-90 0 90
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000 315.0000 45.0000 135.0000 225.0000
Page
Job
43 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00 10.00 10.00 10.00 10.00
Offsetx
Offsetz
m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485 -2.2071 2.2071 2.3485 -2.3485
m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485 -2.2071 -2.2071 2.3485 2.3485
z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000 107.0000 107.0000 107.0000 107.0000
Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970 1.965 1.965 1.965 1.965
qz kPa 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.27 0.24 0.23 0.34 0.34 0.33 0.33 0.33 0.33
CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 45.0000 135.0000 225.0000 Sum Weight:
AT15-250 AT15-250 AT15-250
44 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Description
Page
Job
RISATower
Weight kg 10.00 10.00 10.00 2154.00
Offsetx
Offsetz
z
m 2.2071 2.3485 -2.3485
m -2.2071 2.3485 2.3485
m 106.0000 106.0000 108.0000
Kz
qz
1.960 1.960 1.970
kPa 0.33 0.33 0.34
CAAC Front m2 0.4750 0.4750 0.4750
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
CAAC Side m2 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.47 17.63
Vz
kg 3.67 2.60 0.00
OTMx
kg 0.00 12.47 17.63
OTMz
kg-m -3.67 -2.60 0.00
Torque
kg-m -391 -277 0
kg-m 84 -1244 -1794
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.63 12.47 0.00
Vz
kg 0.00 2.60 3.67
OTMx
kg 0.00 2.60 3.67
OTMz
kg-m -17.63 -12.47 0.00
Torque
kg-m -1962 -1412 -84
kg-m 0 -277 -391
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.47 17.63
Vz
kg 3.67 2.60 0.00
OTMx
kg 0.00 12.47 17.63
OTMz
kg-m -3.67 -2.60 0.00
Torque
kg-m -391 -277 0
kg-m -84 -1412 -1962
8 5 0
2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.63 12.47 0.00
Vz
kg 0.00 2.60 3.67
OTMx
kg 0.00 2.60 3.67
OTMz
kg-m -17.63 -12.47 0.00
Torque
kg-m -1794 -1244 84
kg-m 0 -277 -391
0 5 8
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 12.37 17.49
Vz
kg 3.64 2.58 0.00
OTMx
kg 0.00 12.37 17.49
OTMz
kg-m -3.64 -2.58 0.00
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B
Torque
kg-m -377 -267 0
kg-m 84 -1196 -1726
-8 -5 0
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Fa
45 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 17.49 12.37 0.00
Vz
kg 0.00 2.58 3.64
OTMx
kg 0.00 2.58 3.64
OTMz
kg-m -17.49 -12.37 0.00
Designed by
Ing. C. Londoño M.
Torque
kg-m -1894 -1364 -84
16:58:16 10/23/13
kg-m 0 -267 -377
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.37 17.49
Vz
kg 3.64 2.58 0.00
OTMx
kg 0.00 12.37 17.49
OTMz
kg-m -3.64 -2.58 0.00
Torque
kg-m -377 -267 0
kg-m -84 -1364 -1894
8 5 0
2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.49 12.37 0.00
Vz
kg 0.00 2.58 3.64
OTMx
kg 0.00 2.58 3.64
OTMz
kg-m -17.49 -12.37 0.00
Torque
kg-m -1726 -1196 84
kg-m 0 -267 -377
0 5 8
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.23 17.29
Vz
kg 3.60 2.55 0.00
OTMx
kg 0.00 12.23 17.29
OTMz
kg-m -3.60 -2.55 0.00
Torque
kg-m -358 -253 0
kg-m 84 -1133 -1637
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.29 12.23 0.00
Vz
kg 0.00 2.55 3.60
OTMx
kg 0.00 2.55 3.60
OTMz
kg-m -17.29 -12.23 0.00
Torque
kg-m -1805 -1301 -84
kg-m 0 -253 -358
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.23 17.29
Vz
kg 3.60 2.55 0.00
OTMx
kg 0.00 12.23 17.29
OTMz
kg-m -3.60 -2.55 0.00
Torque
kg-m -358 -253 0
kg-m -84 -1301 -1805
8 5 0
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 17.29 12.23
Vz
kg 0.00 2.55
OTMx
kg 0.00 2.55
OTMz
kg-m -17.29 -12.23
Torque
kg-m -1637 -1133
kg-m 0 -253
0 5
Page
Job
RISATower
46 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.60
OTMx
kg 3.60
OTMz
kg-m 0.00
Torque
kg-m 84
kg-m -358
8
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 12.12 17.14
Vz
kg 3.57 2.53 0.00
OTMx
kg 0.00 12.12 17.14
OTMz
kg-m -3.57 -2.53 0.00
Torque
kg-m -345 -244 0
kg-m 84 -1086 -1570
-8 -5 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.14 12.12 0.00
Vz
kg 0.00 2.53 3.57
OTMx
kg 0.00 2.53 3.57
OTMz
kg-m -17.14 -12.12 0.00
Torque
kg-m -1738 -1254 -84
kg-m 0 -244 -345
0 -5 -8
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 12.12 17.14
Vz
kg 3.57 2.53 0.00
OTMx
kg 0.00 12.12 17.14
OTMz
kg-m -3.57 -2.53 0.00
Torque
kg-m -345 -244 0
kg-m -84 -1254 -1738
8 5 0
2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 17.14 12.12 0.00
Vz
kg 0.00 2.53 3.57
OTMx
kg 0.00 2.53 3.57
OTMz
kg-m -17.14 -12.12 0.00
Torque
kg-m -1570 -1086 84
kg-m 0 -244 -345
0 5 8
2 ANT TV 0.30x2.0m - Elevation 91 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.92 16.86
Vz
kg 3.51 2.48 0.00
OTMx
kg 0.00 11.92 16.86
OTMz
kg-m -3.51 -2.48 0.00
Torque
kg-m -320 -226 0
kg-m 84 -1001 -1450
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 16.86 11.92
Vz
kg 0.00 2.48
OTMx
kg 0.00 2.48
OTMz
kg-m -16.86 -11.92
Torque
kg-m -1618 -1169
kg-m 0 -226
0 -5
Page
Job
RISATower
47 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 91 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.51
OTMx
kg 3.51
OTMz
kg-m 0.00
Torque
kg-m -84
kg-m -320
-7
2 ANT TV 0.30x2.0m - Elevation 91 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 11.92 16.86
Vz
kg 3.51 2.48 0.00
OTMx
kg 0.00 11.92 16.86
OTMz
kg-m -3.51 -2.48 0.00
Torque
kg-m -320 -226 0
kg-m -84 -1169 -1618
7 5 0
2 ANT TV 0.30x2.0m - Elevation 91 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.86 11.92 0.00
Vz
kg 0.00 2.48 3.51
OTMx
kg 0.00 2.48 3.51
OTMz
kg-m -16.86 -11.92 0.00
Torque
kg-m -1450 -1001 84
kg-m 0 -226 -320
0 5 7
2 ANT TV 0.30x2.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.81 16.70
Vz
kg 3.48 2.46 0.00
OTMx
kg 0.00 11.81 16.70
OTMz
kg-m -3.48 -2.46 0.00
Torque
kg-m -306 -216 0
kg-m 84 -955 -1385
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.70 11.81 0.00
Vz
kg 0.00 2.46 3.48
OTMx
kg 0.00 2.46 3.48
OTMz
kg-m -16.70 -11.81 0.00
Torque
kg-m -1553 -1123 -84
kg-m 0 -216 -306
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.81 16.70
Vz
kg 3.48 2.46 0.00
OTMx
kg 0.00 11.81 16.70
OTMz
kg-m -3.48 -2.46 0.00
Torque
kg-m -306 -216 0
kg-m -84 -1123 -1553
7 5 0
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 16.70 11.81
Vz
kg 0.00 2.46
OTMx
kg 0.00 2.46
OTMz
kg-m -16.70 -11.81
Torque
kg-m -1385 -955
kg-m 0 -216
0 5
Page
Job
RISATower
48 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 88 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.48
OTMx
kg 3.48
OTMz
kg-m 0.00
Torque
kg-m 84
kg-m -306
7
2 ANT TV 0.30x2.0m - Elevation 84 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 11.65 16.48
Vz
kg 3.43 2.43 0.00
OTMx
kg 0.00 11.65 16.48
OTMz
kg-m -3.43 -2.43 0.00
Torque
kg-m -288 -204 0
kg-m 84 -895 -1300
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.48 11.65 0.00
Vz
kg 0.00 2.43 3.43
OTMx
kg 0.00 2.43 3.43
OTMz
kg-m -16.48 -11.65 0.00
Torque
kg-m -1468 -1063 -84
kg-m 0 -204 -288
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 84 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.65 16.48
Vz
kg 3.43 2.43 0.00
OTMx
kg 0.00 11.65 16.48
OTMz
kg-m -3.43 -2.43 0.00
Torque
kg-m -288 -204 0
kg-m -84 -1063 -1468
7 5 0
2 ANT TV 0.30x2.0m - Elevation 84 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.48 11.65 0.00
Vz
kg 0.00 2.43 3.43
OTMx
kg 0.00 2.43 3.43
OTMz
kg-m -16.48 -11.65 0.00
Torque
kg-m -1300 -895 84
kg-m 0 -204 -288
0 5 7
2 ANT TV 0.30x2.0m - Elevation 81 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.53 16.31
Vz
kg 3.40 2.40 0.00
OTMx
kg 0.00 11.53 16.31
OTMz
kg-m -3.40 -2.40 0.00
Torque
kg-m -275 -195 0
kg-m 84 -850 -1237
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 16.31 11.53
Vz
kg 0.00 2.40
OTMx
kg 0.00 2.40
OTMz
kg-m -16.31 -11.53
Torque
kg-m -1405 -1018
kg-m 0 -195
0 -5
Page
Job
RISATower
49 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 81 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.40
OTMx
kg 3.40
OTMz
kg-m 0.00
Torque
kg-m -84
kg-m -275
-7
2 ANT TV 0.30x2.0m - Elevation 81 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 11.53 16.31
Vz
kg 3.40 2.40 0.00
OTMx
kg 0.00 11.53 16.31
OTMz
kg-m -3.40 -2.40 0.00
Torque
kg-m -275 -195 0
kg-m -84 -1018 -1405
7 5 0
2 ANT TV 0.30x2.0m - Elevation 81 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.31 11.53 0.00
Vz
kg 0.00 2.40 3.40
OTMx
kg 0.00 2.40 3.40
OTMz
kg-m -16.31 -11.53 0.00
Torque
kg-m -1237 -850 84
kg-m 0 -195 -275
0 5 7
2 ANT TV 0.30x2.0m - Elevation 75 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.28 15.95
Vz
kg 3.32 2.35 0.00
OTMx
kg 0.00 11.28 15.95
OTMz
kg-m -3.32 -2.35 0.00
Torque
kg-m -249 -176 0
kg-m 84 -762 -1112
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.95 11.28 0.00
Vz
kg 0.00 2.35 3.32
OTMx
kg 0.00 2.35 3.32
OTMz
kg-m -15.95 -11.28 0.00
Torque
kg-m -1280 -930 -84
kg-m 0 -176 -249
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 75 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.28 15.95
Vz
kg 3.32 2.35 0.00
OTMx
kg 0.00 11.28 15.95
OTMz
kg-m -3.32 -2.35 0.00
Torque
kg-m -249 -176 0
kg-m -84 -930 -1280
7 5 0
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 15.95 11.28
Vz
kg 0.00 2.35
OTMx
kg 0.00 2.35
OTMz
kg-m -15.95 -11.28
Torque
kg-m -1112 -762
kg-m 0 -176
0 5
Page
Job
RISATower
50 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 75 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.32
OTMx
kg 3.32
OTMz
kg-m 0.00
Torque
kg-m 84
kg-m -249
7
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 11.13 15.74
Vz
kg 3.28 2.32 0.00
OTMx
kg 0.00 11.13 15.74
OTMz
kg-m -3.28 -2.32 0.00
Torque
kg-m -234 -166 0
kg-m 84 -712 -1041
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.74 11.13 0.00
Vz
kg 0.00 2.32 3.28
OTMx
kg 0.00 2.32 3.28
OTMz
kg-m -15.74 -11.13 0.00
Torque
kg-m -1209 -880 -84
kg-m 0 -166 -234
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 11.13 15.74
Vz
kg 3.28 2.32 0.00
OTMx
kg 0.00 11.13 15.74
OTMz
kg-m -3.28 -2.32 0.00
Torque
kg-m -234 -166 0
kg-m -84 -880 -1209
7 5 0
2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.74 11.13 0.00
Vz
kg 0.00 2.32 3.28
OTMx
kg 0.00 2.32 3.28
OTMz
kg-m -15.74 -11.13 0.00
Torque
kg-m -1041 -712 84
kg-m 0 -166 -234
0 5 7
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.95 15.48
Vz
kg 3.22 2.28 0.00
OTMx
kg 0.00 10.95 15.48
OTMz
kg-m -3.22 -2.28 0.00
Torque
kg-m -218 -154 0
kg-m 84 -655 -961
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 15.48 10.95
Vz
kg 0.00 2.28
OTMx
kg 0.00 2.28
OTMz
kg-m -15.48 -10.95
Torque
kg-m -1129 -823
kg-m 0 -154
0 -5
Page
Job
RISATower
51 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.22
OTMx
kg 3.22
OTMz
kg-m 0.00
Torque
kg-m -84
kg-m -218
-7
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 10.95 15.48
Vz
kg 3.22 2.28 0.00
OTMx
kg 0.00 10.95 15.48
OTMz
kg-m -3.22 -2.28 0.00
Torque
kg-m -218 -154 0
kg-m -84 -823 -1129
7 5 0
2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.48 10.95 0.00
Vz
kg 0.00 2.28 3.22
OTMx
kg 0.00 2.28 3.22
OTMz
kg-m -15.48 -10.95 0.00
Torque
kg-m -961 -655 84
kg-m 0 -154 -218
0 5 7
2 ANT TV 0.30x2.0m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.78 15.25
Vz
kg 3.18 2.25 0.00
OTMx
kg 0.00 10.78 15.25
OTMz
kg-m -3.18 -2.25 0.00
Torque
kg-m -203 -144 0
kg-m 84 -606 -892
-7 -5 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 15.25 10.78 0.00
Vz
kg 0.00 2.25 3.18
OTMx
kg 0.00 2.25 3.18
OTMz
kg-m -15.25 -10.78 0.00
Torque
kg-m -1060 -774 -84
kg-m 0 -144 -203
0 -5 -7
2 ANT TV 0.30x2.0m - Elevation 64 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.78 15.25
Vz
kg 3.18 2.25 0.00
OTMx
kg 0.00 10.78 15.25
OTMz
kg-m -3.18 -2.25 0.00
Torque
kg-m -203 -144 0
kg-m -84 -774 -1060
7 5 0
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 15.25 10.78
Vz
kg 0.00 2.25
OTMx
kg 0.00 2.25
OTMz
kg-m -15.25 -10.78
Torque
kg-m -892 -606
kg-m 0 -144
0 5
Page
Job
RISATower
52 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x2.0m - Elevation 64 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.18
OTMx
kg 3.18
OTMz
kg-m 0.00
Torque
kg-m 84
kg-m -203
7
2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B
Fs
kg
0 45 90
Vx
kg 6.58 9.31 6.58
Vz
kg 1.76 0.00 1.76
OTMx
kg 3.41 6.58 5.90
OTMz
kg-m -5.90 -6.58 -3.41
Torque
kg-m -396 -437 -250
kg-m -250 -437 -396
5 0 -5
2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.49 9.17 6.49
Vz
kg 1.73 0.00 1.73
OTMx
kg 3.36 6.49 5.81
OTMz
kg-m -5.81 -6.49 -3.36
Torque
kg-m -381 -419 -244
kg-m -244 -419 -381
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.42 9.08 6.42
Vz
kg 1.71 0.00 1.71
OTMx
kg 3.33 6.42 5.75
OTMz
kg-m -5.75 -6.42 -3.33
Torque
kg-m -371 -407 -240
kg-m -240 -407 -371
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.35 8.98 6.35
Vz
kg 1.69 0.00 1.69
OTMx
kg 3.29 6.35 5.69
OTMz
kg-m -5.69 -6.35 -3.29
Torque
kg-m -361 -395 -236
kg-m -236 -395 -361
6 0 -6
2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.62 7.95 5.62
Vz
kg 1.50 0.00 1.50
OTMx
kg 2.92 5.62 5.04
OTMz
kg-m -5.04 -5.62 -2.92
Torque
kg-m -278 -298 -206
kg-m -206 -298 -278
9 0 -9
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 5.48 7.75
Vz
kg 1.46 0.00
OTMx
kg 2.84 5.48
OTMz
kg-m -4.91 -5.48
Torque
kg-m -266 -284
kg-m -202 -284
10 0
Page
Job
RISATower
53 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 5.48
Vz
kg 1.46
OTMx
kg 4.91
OTMz
kg-m -2.84
Torque
kg-m -202
kg-m -266
-10
AT15-250 - Elevation 108 - From Leg B
Fs
kg
0 45 90
Vx
kg 12.39 17.52 12.39
Vz
kg 6.78 0.00 6.78
OTMx
kg 3.96 12.39 13.55
OTMz
kg-m -13.55 -12.39 -3.96
Torque
kg-m -1486 -1360 -450
kg-m -450 -1360 -1486
21 0 -21
AT15-250 - Elevation 108 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.39 0.00 12.39
Vz
kg 6.78 9.59 6.78
OTMx
kg -3.96 6.78 13.55
OTMz
kg-m -13.55 -6.78 3.96
Torque
kg-m -1440 -709 452
kg-m 405 -756 -1487
23 32 23
AT15-250 - Elevation 107 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.35 0.00 12.35
Vz
kg 6.76 9.56 6.76
OTMx
kg -3.95 6.76 13.52
OTMz
kg-m -13.52 -6.76 3.95
Torque
kg-m -1469 -746 401
kg-m 445 -702 -1424
-21 -30 -21
AT15-250 - Elevation 107 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.35 17.47 12.35
Vz
kg 6.76 0.00 6.76
OTMx
kg 3.95 12.35 13.52
OTMz
kg-m -13.52 -12.35 -3.95
Torque
kg-m -1469 -1344 -445
kg-m -445 -1344 -1469
21 0 -21
AT15-250 - Elevation 107 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.35 0.00 12.35
Vz
kg 6.76 9.56 6.76
OTMx
kg -3.95 6.76 13.52
OTMz
kg-m -13.52 -6.76 3.95
Torque
kg-m -1423 -700 447
kg-m 400 -747 -1470
22 32 22
AT15-250 - Elevation 107 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 12.35 17.47
Vz
kg 6.76 0.00
OTMx
kg 3.95 12.35
OTMz
kg-m -13.52 -12.35
Torque
kg-m -1423 -1298
kg-m -400 -1298
-22 0
Page
Job
RISATower
54 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 107 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
12.35
6.76
OTMx
kg
OTMz
kg-m
13.52
-3.95
Torque
kg-m -400
kg-m -1423
22
AT15-250 - Elevation 106 - From Leg B
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.32 17.43 12.32
6.74 0.00 6.74
OTMx
kg
OTMz
kg-m
3.94 12.32 13.48
-13.48 -12.32 -3.94
Torque
kg-m -1451 -1328 -440
kg-m -440 -1328 -1451
21 0 -21
AT15-250 - Elevation 106 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.32 0.00 12.32
6.74 9.54 6.74
OTMx
kg
OTMz
kg-m
-3.94 6.74 13.48
-13.48 -6.74 3.94
Torque
kg-m -1406 -691 442
kg-m 395 -738 -1453
22 32 22
AT15-250 - Elevation 108 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.39 17.52 12.39
6.78 0.00 6.78
OTMx
kg
OTMz
kg-m
3.96 12.39 13.55
-13.55 -12.39 -3.96
Torque
kg-m -1440 -1314 -405
kg-m -405 -1314 -1440
-23 0 23
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -634.03 -464.67 -23.12
kg-m
kg-m
kg-m
23.12 464.67 634.03
-56417 -40975 -1778
-1874 -41072 -56514
107 65 -15
Dish Pressures - No Ice Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000
Dish Description HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105
Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000
Weight kg 143.79 143.79 143.79 143.79 143.79 143.79
Offsetx m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666
Offsetz m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666
Kz 1.608 1.509 1.509 1.553 1.553 1.473
AA m2 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966
qz kPa 1.10 1.03 1.03 1.06 1.06 1.00
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
39.0000 35.5000 33.0000 24.0000 24.0000 19.0000
55 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Dish Description
Aiming Azimuth ° 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:
10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH
Weight kg 143.79 40.82 113.85 143.79 64.86 77.11 1446.96
Offsetx m
Offsetz m
-3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231
Kz
3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231
AA m2
1.473 1.434 1.404 1.282 1.282 1.199
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
qz kPa
7.2966 0.6596 4.6693 7.2966 2.6264 1.1669
1.00 0.98 0.96 0.87 0.87 0.82
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth °
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM
HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 1108.24 1108.24 1108.24
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 783.64 1108.24
HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 1040.49 1040.49 1040.49
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 735.73 1040.49
HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 1040.49 1040.49 1040.49
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 735.73 1040.49
10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 1412.31 1412.31 1412.31
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 998.66 1412.31
HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 1070.84 1070.84 1070.84
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 757.20 1070.84
Vz kg -1108.24 -783.64 0.00
Vz kg -1040.49 -735.73 0.00
Vz kg -1040.49 -735.73 0.00
Vz kg -1412.31 -998.66 0.00
Vz kg -1070.84 -757.20 0.00
OTMx
OTMz
kg-m -59081 -41878 -345
kg-m
OTMx
OTMz
kg-m -44713 -31761 -492
kg-m
OTMx
OTMz
kg-m -43728 -30776 492
kg-m
OTMx
OTMz
kg-m -66808 -47366 -429
kg-m
OTMx
OTMz
kg-m -49900 -35159 429
kg-m
345 -41188 -58392
492 -30776 -43728
-492 -31761 -44713
429 -46508 -65950
-429 -36017 -50758
Torque kg-m -2656 -3757 -2656
Torque kg-m -3563 -5038 -3563
Torque kg-m 3563 5038 3563
Torque kg-m -4214 -5959 -4214
Torque kg-m 3195 4519 3195
HP10-105 - Elevation 39 - From Leg C FA FS FM Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
kg
kg
kg
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
CA
56 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 1015.25 1015.25 1015.25
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 717.89 1015.25
10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 1339.00 1339.00 1339.00
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 946.81 1339.00
P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx kg 117.83 117.83 117.83
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 83.32 117.83
HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 619.40 619.40 619.40
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 437.99 619.40
HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 883.75 883.75 883.75
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 624.90 883.75
6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 419.54 419.54 419.54
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 296.66 419.54
4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 174.37 174.37 174.37
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 123.30 174.37
Vz kg -1015.25 -717.89 0.00
Vz kg -1339.00 -946.81 0.00
Vz kg -117.83 -83.32 0.00
Vz kg -619.40 -437.99 0.00
Vz kg -883.75 -624.90 0.00
Vz kg -419.54 -296.66 0.00
Vz kg -174.37 -123.30 0.00
Dish Totals - No Ice
OTMx
OTMz
kg-m -39053 -27456 542
kg-m
OTMx
OTMz
kg-m -51679 -36384 542
kg-m
OTMx
OTMz
kg-m -4015 -2790 168
kg-m
OTMx
OTMz
kg-m -19945 -13958 496
kg-m
OTMx
OTMz
kg-m -21962 -15750 -753
kg-m
OTMx
OTMz
kg-m -10408 -7459 -339
kg-m
OTMx
OTMz
kg-m -2872 -1901 441
kg-m
-542 -28539 -40136
542 -36384 -51679
-168 -3126 -4351
496 -13958 -19945
-753 -15750 -21962
339 -6780 -9730
-441 -2784 -3754
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m 3824 5408 3824
Torque kg-m -5044 0 5044
Torque kg-m 484 685 484
Torque kg-m -2697 0 2697
Torque kg-m 4625 0 -4625
Torque kg-m -2196 -3105 -2196
Torque kg-m 998 1411 998
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vz
kg
0 45 90
0.00 7241.83 10241.50
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Vx
57 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
kg -10241.50 -7241.83 0.00
OTMx
OTMz
Torque
kg-m -414166 -292639 751
kg-m
kg-m
-182 -293572 -415099
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
-3680 -799 2550
Dish Pressures - Service Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000
Dish Description
Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:
HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH
Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96
Offsetx m
Offsetz m
-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231
Kz
-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231
AA m2
1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199
qz kPa
7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669
0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.22 0.22 0.20
Dish Vectors - Service Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 277.06 277.06 277.06
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 195.91 277.06
HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 260.12 260.12 260.12
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 183.93 260.12
HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 260.12 260.12 260.12
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 183.93 260.12
10 FT DISH - Elevation 47 - From Leg A
Vz kg -277.06 -195.91 0.00
Vz kg -260.12 -183.93 0.00
Vz kg -260.12 -183.93 0.00
OTMx
OTMz
kg-m -15029 -10728 -345
kg-m
OTMx
OTMz
kg-m -11547 -8310 -492
kg-m
OTMx
OTMz
kg-m -10563 -7325 492
kg-m
345 -10039 -14339
492 -7325 -10563
-492 -8310 -11547
Torque kg-m -664 -939 -664
Torque kg-m -891 -1260 -891
Torque kg-m 891 1260 891
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth °
0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.003230 0.003230 0.003230
CA 0.003230 0.003230 0.003230
CA
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS 0.000000 0.000000 0.000000
CS
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
CA
58 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM
FA
FS
kg 353.08 353.08 353.08
kg
FM
Vx
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 249.66 353.08
HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71 267.71 267.71
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 189.30 267.71
HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 253.81 253.81 253.81
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 179.47 253.81
10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 334.75 334.75 334.75
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 236.70 334.75
Vz kg -353.08 -249.66 0.00
Vz kg -267.71 -189.30 0.00
Vz kg -253.81 -179.47 0.00
Vz kg -334.75 -236.70 0.00
OTMx
OTMz
kg-m -17024 -12163 -429
kg-m
OTMx
OTMz
kg-m -12153 -8468 429
kg-m
OTMx
OTMz
kg-m -9357 -6458 542
kg-m
OTMx
OTMz
kg-m -12514 -8690 542
kg-m
429 -11305 -16166
-429 -9326 -13011
-542 -7541 -10440
542 -8690 -12514
P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx
Vz
OTMx
OTMz
kg 29.46 29.46 29.46
kg -29.46 -20.83 0.00
kg-m
kg-m
Vz
OTMx
OTMz
kg-m -4614 -3118 496
kg-m
OTMx
OTMz
kg-m -6055 -4502 -753
kg-m
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 20.83 29.46
HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 154.85 154.85 154.85
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 109.50 154.85
HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 220.94 220.94 220.94
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 156.23 220.94
kg -154.85 -109.50 0.00
Vz kg -220.94 -156.23 0.00
-878 -572 168
-168 -907 -1214
496 -3118 -4614
-753 -4502 -6055
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Torque kg-m -1053 -1490 -1053
Torque kg-m 799 1130 799
Torque kg-m 956 1352 956
Torque kg-m -1261 0 1261
Torque kg-m 121 171 121
Torque kg-m -674 0 674
Torque kg-m 1156 0 -1156
6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
kg
kg
kg
Project
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA 0.004260 0.004260 0.004260
6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx
0.000000 0.000000 0.000000
CS
kg
kg 104.89 104.89 104.89
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 74.17 104.89
4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx
CM
0.000000 0.000000 0.000000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM
0.000000 0.000000 0.000000
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
CA
59 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
0.000000 0.000000 0.000000
kg
kg 43.59 43.59 43.59
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 30.82 43.59
OTMx
OTMz
kg-m -2857 -2119 -339
kg-m
Vz
OTMx
OTMz
kg -43.59 -30.82 0.00
kg-m
kg-m
kg -104.89 -74.17 0.00
Ing. C. Londoño M.
Torque
339 -1441 -2178
-387 -144 441
kg-m -549 -776 -549
Torque
-441 -1027 -1270
kg-m 249 353 249
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -2560.37 -1810.46 0.00
kg-m -102978 -72596 751
kg-m
kg-m
0.00 1810.46 2560.37
-182 -73529 -103911
-920 -200 638
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 108
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
kg-m 0 0 0
0 45 90
Vx
Vz
kg
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 108
kg-m 0 0 0
User Load Totals - No Ice Wind Azimuth °
Torque
0 0 0
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0 45 90
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offsetz
m 0.0000 0.0000 0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Offsetx
60 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
0 0 0
Designed by
Ing. C. Londoño M.
Torque
kg-m
0.00 0.00 0.00
16:58:16 10/23/13
kg-m 0 0 0
0 0 0
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m
kg-m
0 0 0
0 0 0
0 0 0
Force Totals Load Case
Vertical Forces kg
Leg Weight Bracing Weight Total Member Self-Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Sum of Forces X kg
Sum of Forces Z kg
0.00 23006.49 23006.49 28567.21 92.47 26244.50 34985.27
-34985.27 -26244.50 -92.47
23.12 6561.12 8746.32
-8746.32 -6561.12 -23.12
28567.21
Sum of Overturning Moments, Mx kg-m
3116 3116 -1721444 -1301259 -2308 3116 -430810 -325764 -1026
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Sum of Overturning Moments, Mz kg-m
-4782 -4782 -10207 -1309157 -1729342 -4782 -2056 -326794 -431840
Sum of Torques
kg-m
9717 16744 12193 2429 4186 3048
Page
Job
RISATower
Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
108 - 102
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Diagonal
Top Girt
Mid Girt
T2
102 - 96
Leg
Diagonal
Top Girt
Mid Girt
T3
96 - 90
61 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Leg
Diagonal
Gov. Load Comb. 3 3 2 2 2 2 2 2 4 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 2 2 2 2 2 2 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3
Force kg 873.14 -1342.58 -315.67 -30.63 179.64 -179.49 650.32 -705.96 27.91 137.01 5.24 -0.29 15.33 -4.91 5.78 -2.66 10.28 -0.00 89.42 -29.20 31.50 -15.51 10.28 -0.00 4210.17 -5033.51 -3418.12 2548.26 119.25 -119.22 1157.98 -1259.83 1138.71 -1241.37 5.43 0.36 220.89 -137.93 43.36 -96.45 -6.94 0.00 419.76 -307.80 58.56 -224.10 10.28 -0.00 9206.08 -10325.59 -6894.78 5767.43 116.37 -116.31 2250.37 -2470.28
Major Axis Moment kg-m 65 -32 -97 -6 -97 -6 0 0 2 2 2 0 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -37 -52 -2 -52 -2 0 0 3 2 3 2 0 0 -5 0 0 0 0 0 -8 0 0 0 32 -50 -68 -5 -68 -5 0 0
Minor Axis Moment kg-m 73 -31 4 96 4 96 0 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 -34 1 52 1 52 0 0 0 -1 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 36 -46 4 68 4 68 0 0
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
T4
90 - 84
Leg
Diagonal
Top Girt
Mid Girt
T5
84 - 78
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
62 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Mid Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1
Force kg 2215.16 -1855.65 -11.30 -1.01 864.82 -695.41 88.96 -517.45 10.28 -0.00 1581.30 -1306.86 143.22 -979.51 10.28 -0.00 17544.21 -19308.28 -19308.28 -1010.22 -117.01 109.50 2347.10 -2465.54 2311.38 -2449.08 -11.14 -1.08 1357.62 -1139.62 113.84 -857.71 10.28 -0.00 1056.78 -897.69 82.95 -678.33 10.28 -0.00 26813.88 -28932.11 -28897.37 -1388.12 107.56 -109.22 3120.13 -3275.33 3084.68 -3258.89 -11.51 1.18 1473.00 -1269.81 105.69 -962.03 10.28 -0.00 1935.22 -1686.45 129.93
Major Axis Moment kg-m -7 -3 -7 -4 0 0 -8 0 0 0 0 0 -8 0 0 0 -135 165 165 1 165 4 0 0 -6 -3 -6 -4 0 0 -8 0 0 0 0 0 -8 0 0 0 -205 189 206 4 206 2 0 0 -7 -2 -7 -2 0 0 -8 0 0 0 0 0 -10
Minor Axis Moment kg-m -2 2 -2 2 0 0 0 0 0 0 0 0 0 0 0 0 -4 -3 -3 -169 -3 -130 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0 0 0 0 -4 -4 -4 -223 -4 -169 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T6
78 - 72
Component Type
Leg
Diagonal
Top Girt
Mid Girt
T7
72 - 66
Leg
Diagonal
Top Girt
Mid Girt
T8
66 - 60
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
63 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3
Force kg -1280.19 13.56 -0.00 38342.11 -40668.36 38300.73 -1872.93 92.80 -94.35 3547.35 -3648.79 3511.92 -3632.36 -11.73 1.20 1967.30 -1729.11 123.90 -1314.36 10.28 -0.00 2063.74 -1831.85 121.38 -1394.83 10.28 -0.00 51381.83 -53582.11 51339.44 -2543.90 -99.67 99.37 4293.54 -4351.60 4258.32 -4335.19 -12.19 1.22 2433.13 -2173.12 135.75 -1656.74 10.28 -0.00 2774.78 -2492.31 147.27 -1901.10 10.28 -0.00 65359.87 -66537.34 65357.61 -2986.03 -99.18 -246.23 6029.91 -6135.81 -555.11 -193.14
Major Axis Moment kg-m 0 0 0 -225 251 -258 7 222 6 0 0 -7 -1 -7 -1 0 0 -8 0 0 0 0 0 -8 0 0 0 -305 339 -348 9 339 9 0 0 -8 0 -8 0 0 0 -8 0 0 0 0 0 -8 0 0 0 -336 294 -402 35 399 35 0 0 -9 1
Minor Axis Moment kg-m 0 0 0 -5 -4 -5 -264 -4 -210 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0 0 0 0 -5 -4 -5 -316 -4 -316 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0 0 0 0 -9 -5 8 -513 -3 -513 0 0 0 2
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
T9
60 - 57
Leg
Diagonal
Top Girt
T10
57 - 54
Leg
Diagonal
Horizontal
T11
54 - 49
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
64 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 3 3 3 3 4 3 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 4 4 4
Force kg 12.66 -1.13 3236.94 -2939.00 162.54 -2255.63 10.28 -0.00 4478.93 -3972.28 209.72 -2974.70 13.56 -0.00 59577.86 -61745.54 -61745.54 -4104.65 -294.97 269.94 8456.49 -8162.38 -4656.43 8456.49 -10.35 2.34 888.18 -1222.45 625.10 -1222.29 13.49 -1.32 59466.97 -61717.43 -61678.92 -4107.78 597.95 -257.25 8094.09 -7460.22 -2282.25 8094.09 -14.31 -2.67 4578.03 -768.47 4578.01 355.20 -11.69 168.52 52746.22 -53518.52 52746.22 -3744.82 -478.18 474.76 6975.04 -7840.70 -2652.25 6920.42 -19.03
Major Axis Moment kg-m -9 1 0 0 -8 0 0 0 0 0 -10 0 0 0 -972 1076 1076 146 1076 146 0 0 9 0 0 0 0 0 -10 0 0 0 420 -498 1076 146 1076 146 0 0 13 0 0 0 0 3 7 1 7 0 -1116 1072 -1116 79 1072 -79 0 0 26 0 0
Minor Axis Moment kg-m 0 2 0 0 0 0 0 0 0 0 0 0 0 0 -28 -24 -24 -565 -24 -565 0 0 0 -2 0 0 0 0 0 1 0 0 88 87 -24 -565 -24 -565 0 0 0 -2 0 0 0 10 136 301 136 0 63 65 63 672 65 239 0 0 0 -7 0
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Top Girt
T12
49 - 44
Leg
Diagonal
Horizontal
Inner Bracing
T13
44 - 39
Leg
Diagonal
Top Girt
T14
39 - 34
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
65 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 4 4 4 4 3 4 3 3 3 3 3 3 3 2 2 4 4 4 4 4 2 4 4 4 4 3 3 1 3 1 3 3 3 3 3 3 3 4 2 4 3 4 3 4 4 4 4 4 4 3 3 3 3 3 3 4 3 4 4 4 4
Force kg 4.97 5982.63 -5924.44 5982.63 -4886.02 -18.77 -1.84 52601.05 -53572.85 52552.58 -3755.64 -696.82 546.82 7420.88 -8603.44 -392.42 7239.20 -27.76 5.38 921.24 -1010.08 -242.86 834.86 -14.75 7.08 338.22 -390.36 -17.89 337.37 12.48 -0.07 54681.73 -58740.15 -58740.15 -3225.15 -442.83 -571.98 6029.92 -6938.16 866.53 3700.14 -33.59 -6.42 7575.83 -6624.62 7575.83 456.54 33.37 -3.27 54424.10 -58716.97 -58659.99 -3541.56 400.14 241.30 6817.52 -8675.81 2697.46 6817.52 -44.19 7.05
Major Axis Moment kg-m 0 0 0 -20 0 0 0 -76 39 -1116 79 -1116 79 0 0 41 0 0 0 7 7 8 7 8 7 0 0 -11 0 0 0 -791 831 831 -48 831 -48 0 0 49 0 0 0 0 0 -51 0 0 0 220 -388 831 -87 831 -87 0 0 71 0 0 0
Minor Axis Moment kg-m 0 0 0 0 2 0 0 -2 -3 63 672 63 672 0 0 0 -8 0 0 -15 -15 13 -15 13 -15 0 0 0 0 0 0 -18 -15 -15 -556 -15 -556 0 0 0 -9 0 0 0 0 0 5 0 0 -43 -43 -15 -415 -15 -415 0 0 0 -11 0 0
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
34 - 29
Condition
Horizontal
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension
Leg
Diagonal
Top Girt
T16
29 - 24
Leg
Diagonal
Horizontal
T17
24 - 19
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Inner Bracing
T15
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
66 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Gov. Load Comb. 4 4 2 4 2 4 1 4 1 3 1 3 3 3 3 3 3 3 3 4 4 2 4 2 4 2 4 3 4 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 2 4 4 7 4 7 2
Force kg 1438.85 -1516.51 -222.39 1438.85 -24.34 6.22 0.00 -46.77 -25.76 -42.36 -27.49 0.11 62726.94 -74315.38 -74315.38 -6250.83 -477.69 -376.80 8208.82 -3103.80 3433.21 7057.95 -44.19 7.25 4451.39 -4395.41 4451.39 -4038.31 44.02 -4.30 62612.75 -74307.49 -74254.40 -6368.94 474.42 251.30 7975.57 -3711.24 3562.22 -463.48 -54.77 8.56 5704.18 -547.40 241.66 307.13 31.05 48.85 69340.07 -82456.11 -82456.11 -6800.00 -472.25 -273.83 9614.13 -3229.32 3647.27 900.70 36.90 -4.92 624.25
Major Axis Moment kg-m 17 17 18 17 18 17 0 0 -35 0 0 0 221 1027 1027 -87 1027 -87 0 0 71 0 0 0 0 0 -89 0 0 0 221 -515 1027 -139 1027 -139 0 0 97 0 0 0 28 28 29 28 29 0 -567 850 850 -139 850 -139 0 0 -66 0 0 0 0
Minor Axis Moment kg-m -15 -15 11 -15 11 -15 0 0 0 0 0 0 -43 -13 -13 -416 -13 -416 0 0 0 -12 0 0 0 0 0 9 0 0 -28 -28 -13 -395 -13 -395 0 0 0 -15 0 0 -19 76 210 211 210 0 -18 -16 -16 -395 -16 -395 0 0 0 9 0 0 0
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T18
19 - 14
Client
Component Type
Leg
Diagonal
Horizontal
T19
14 - 7
Leg
Diagonal
Top Girt
T20
7-0
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
67 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Inner Bracing
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Gov. Load Comb. 3 1 3 1 3 3 3 3 3 3 3 2 4 4 4 4 4 2 2 4 4 4 4 3 3 3 3 3 3 3 3 4 4 4 4 1 4 1 1 1 1 3 3 3 3 3 3 3 3 4 4 4 4 2 2 2 4 2 4 1 2
Force kg -2958.33 -177.83 -2958.12 73.64 7.21 69232.44 -82499.73 -82437.58 -6926.32 341.35 -230.08 8492.92 -3925.17 3919.06 -300.03 44.04 -6.39 8412.51 -635.09 120.48 205.59 37.61 34.58 67305.34 -78781.11 -78781.11 -6085.75 -277.42 328.49 6679.81 -7678.67 -4017.15 -4017.15 43.28 -14.51 0.00 -2234.07 -456.51 -456.51 86.48 -18.38 67191.52 -78869.82 -78707.16 -6173.63 319.92 -376.58 5830.53 -8001.89 -6602.15 -7125.63 64.70 17.76 571.09 -694.98 35.64 541.80 67.59 21.08 0.00 -141.06
Major Axis Moment kg-m 0 -185 0 0 0 -204 85 850 134 850 134 0 0 -86 0 0 0 0 41 42 42 42 0 -521 539 539 1 539 1 0 0 -101 0 0 0 0 0 -259 0 0 0 0 0 539 -2 539 -2 0 0 -186 0 0 0 101 0 102 101 102 101 0 0
Minor Axis Moment kg-m 0 0 18 0 0 -11 -12 -16 -178 -16 -178 0 0 0 13 0 0 0 68 174 174 174 0 -53 -50 -50 -622 -50 -622 0 0 0 34 0 0 0 0 0 55 0 0 0 0 -51 -622 -51 -622 0 0 0 -51 0 0 -71 0 28 -72 28 -72 0 0
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:58:16 10/23/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
68 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Condition
Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 1 3 1 3
Force kg -84.20 -70.82 -57.91 0.03
Major Axis Moment kg-m -153 0 0 0
Ing. C. Londoño M.
Minor Axis Moment kg-m 0 0 0 0
Maximum Reactions Location
Condition
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z
Leg C
Leg B
Leg A
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
7095.39 7095.39 -65857.03 -65857.03 -65857.03 7095.39 55389.85 -40653.10 -40653.10 -40653.10 55389.85 55389.85 79986.19 7188.22 79986.19 7188.22 79986.19 7188.22 54934.11 54934.11 54934.11 -41103.04 -41103.04 -41103.04
2128.21 2128.21 -15296.74 -15296.74 -15296.74 2128.21 -10929.00 11822.73 11822.73 11822.73 -10929.00 -10929.00 -19142.09 -2079.42 -19142.09 -2079.42 -19142.09 -2079.42 16311.27 16311.27 16311.27 -6522.66 -6522.66 -6522.66
-2067.43 -2067.43 14889.09 14889.09 14889.09 -2067.43 -16069.46 6762.47 6762.47 6762.47 -16069.46 -16069.46 19669.78 2140.21 19669.78 2140.21 19669.78 2140.21 10564.39 10564.39 10564.39 -12144.90 -12144.90 -12144.90
Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Vertical kg 28567.21 28566.46 28561.25 28565.63 28567.20 28567.21 28567.20
Shearx
Shearz
kg
kg
-0.03 92.47 26231.45 34984.23 23.12 6561.00 8746.32
-0.02 -34976.95 -26231.30 -92.46 -8746.34 -6561.00 -23.12
Overturning Moment, Mx kg-m 3113 -1726031 -1304958 -2292 -429218 -323876 1765
Solution Summary
Overturning Moment, Mz kg-m -4780 -10240 -1312928 -1734339 -6150 -331789 -437131
Torque kg-m 0 9731 16761 12197 2433 4191 3050
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
PX kg -0.00 92.47 26244.50 34985.27 23.12 6561.12 8746.32
69 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Load Comb. 1 2 3 4 5 6 7
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Sum of Applied Forces PY kg -28567.21 -28567.21 -28567.21 -28567.21 -28567.21 -28567.21 -28567.21
PZ kg 0.00 -34985.27 -26244.50 -92.47 -8746.32 -6561.12 -23.12
PX kg 0.03 -92.47 -26231.45 -34984.23 -23.12 -6561.00 -8746.32
Sum of Reactions PY kg 28567.21 28566.46 28561.25 28565.63 28567.20 28567.21 28567.20
PZ kg 0.02 34976.95 26231.30 92.46 8746.34 6561.00 23.12
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
% Error 0.000% 0.018% 0.042% 0.004% 0.000% 0.001% 0.000%
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes No No No Yes Yes Yes
Number of Cycles 9 200 200 200 14 13 14
Displacement Tolerance 0.00000001 0.03498790 0.03263807 0.02987084 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00006897 0.00000000 0.00000000 0.00000000 0.00003326 0.00008280 0.00003358
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0
Horz. Deflection mm 218.69 193.05 167.54 143.08 119.81 97.86 77.73 59.92 45.19 39.39 34.89 27.48 21.95 16.43 12.24 8.16 5.35 2.52 0.79 0.37
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.2438 0.2428 0.2370 0.2238 0.2133 0.1971 0.1774 0.1511 0.1174 0.1027 0.0879 0.0753 0.0624 0.0533 0.0447 0.0375 0.0291 0.0225 0.0151 0.0073
° 0.0105 0.0102 0.0095 0.0091 0.0085 0.0077 0.0067 0.0054 0.0040 0.0033 0.0026 0.0024 0.0026 0.0028 0.0021 0.0016 0.0013 0.0011 0.0007 0.0004
Critical Deflections and Radius of Curvature - Service Wind
Page
Job
RISATower
Project
I . P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 108.0000 107.0000 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000
AT15-250 AT15-250 2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 218.69 214.42 212.28 210.15 199.47 182.35 169.63 147.07 135.19 119.81 108.64 87.54 76.15 64.12 54.62 43.10 37.81 34.89 33.38 31.84 25.12 20.26 16.43 13.44 12.24 11.40 9.69 5.35 2.52
° 0.2438 0.2437 0.2437 0.2436 0.2432 0.2414 0.2379 0.2260 0.2203 0.2133 0.2059 0.1877 0.1756 0.1586 0.1399 0.1124 0.0975 0.0879 0.0844 0.0817 0.0703 0.0592 0.0533 0.0471 0.0447 0.0432 0.0404 0.0291 0.0225
° 0.0105 0.0105 0.0105 0.0104 0.0103 0.0099 0.0096 0.0092 0.0090 0.0085 0.0082 0.0073 0.0066 0.0058 0.0049 0.0038 0.0030 0.0026 0.0025 0.0024 0.0025 0.0027 0.0028 0.0023 0.0021 0.0019 0.0017 0.0013 0.0011
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0
70 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Horz. Deflection mm 879.48 776.40 673.83 575.49 481.93 393.69 312.74 241.15 181.86 158.51 140.44 110.68 88.40 66.15 49.23 32.75 21.49 10.11 3.16 1.46
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 0.9802 0.9760 0.9531 0.9000 0.8577 0.7925 0.7135 0.6077 0.4727 0.4138 0.3533 0.3029 0.2512 0.2151 0.1809 0.1519 0.1175 0.0910 0.0607 0.0289
° 0.0424 0.0408 0.0384 0.0367 0.0343 0.0312 0.0271 0.0219 0.0161 0.0131 0.0104 0.0098 0.0104 0.0114 0.0083 0.0065 0.0052 0.0044 0.0029 0.0016
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Radius of Curvature m Inf Inf Inf Inf 345012 76167 30367 30693 30701 28633 23395 17466 15347 12696 10708 6938 9033 23704 32034 80593 15790 83054 11021 Inf 33446 63925 24371 34294 18087
RISATower I . P. DOLMEN S.A.
71 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:58:16 10/23/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 108.0000 107.0000 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000
AT15-250 AT15-250 2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH
Gov. Load Comb. 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 3
Deflection
Tilt
Twist
mm 879.48 862.32 853.73 845.15 802.20 733.39 682.25 591.54 543.78 481.93 437.04 352.18 306.38 258.02 219.84 173.45 152.16 140.44 134.39 128.21 101.18 81.61 66.15 54.09 49.23 45.83 38.96 21.49 10.11
° 0.9802 0.9799 0.9797 0.9795 0.9779 0.9704 0.9565 0.9086 0.8856 0.8577 0.8280 0.7548 0.7061 0.6381 0.5628 0.4529 0.3926 0.3533 0.3389 0.3280 0.2828 0.2387 0.2151 0.1907 0.1809 0.1749 0.1637 0.1175 0.0910
° 0.0424 0.0422 0.0420 0.0419 0.0413 0.0398 0.0386 0.0370 0.0360 0.0343 0.0329 0.0292 0.0267 0.0233 0.0200 0.0151 0.0121 0.0104 0.0099 0.0097 0.0099 0.0109 0.0114 0.0093 0.0083 0.0077 0.0070 0.0052 0.0044
Radius of Curvature m 245700 245700 245700 187226 83212 19041 7554 7631 7633 7120 5818 4350 3825 3157 2676 1723 2204 5866 7815 21256 3953 20800 2760 319483 8304 16088 5956 8463 4469
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
Leg
A394T0
16
4
Maximum Load per Bolt kg 194.84
Diagonal
A394T0
16
2
352.98
3699.61
Top Girt
A394T0
16
2
7.67
3699.61
Mid Girt
A394T0
16
2
44.71
3699.61
Leg
A394T0
16
8
727.93
5528.16
m T1
T2
T3
108
102
96
Bolt Size mm
Number Of Bolts
Allowable Load kg 5528.16
Diagonal
A394T0
16
2
629.91
3699.61
Top Girt
A394T0
16
2
110.44
2466.41
Mid Girt
A394T0
16
2
209.88
3699.61
Leg
A394T0
16
8
1845.82
5528.16
Diagonal
A394T0
16
2
1235.14
7399.23
Ratio Load Allowable 0.035 0.095 0.002 0.012 0.132 0.170 0.045 0.057 0.334 0.167
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
T5
T6
T7
T8
T9
T10
T11
T12
T13
T14
90
84
78
72
66
60
57
54
49
44
39
72 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m
T4
Page
Job
Bolt Size mm
Number Of Bolts 2
Maximum Load per Bolt kg 432.41
Allowable Load kg
Top Girt
A394T0
16
3699.61
Mid Girt
A394T0
16
2
790.65
3699.61
Leg
A394T0
16
12
2541.83
9979.03
Diagonal
A394T0
16
2
1232.77
7399.23
Top Girt
A394T0
16
2
678.81
3699.61
Mid Girt
A394T0
16
2
528.39
3699.61
Leg
A394T0
16
12
3983.79
9979.03
Diagonal
A394T0
16
2
1637.66
7399.23
Top Girt
A394T0
16
2
736.50
3699.61
Mid Girt
A394T0
16
2
967.61
4932.82
Leg
A394T0
16
16
4360.23
9979.03
Diagonal
A394T0
16
2
1824.40
7399.23
Top Girt
A394T0
16
2
983.65
3699.61
Mid Girt
A394T0
16
2
1031.87
3699.61
Leg
A394T0
16
16
5865.68
9979.03
Diagonal
A394T0
16
2
2175.80
7399.23
Top Girt
A394T0
16
2
1216.57
3699.61
Mid Girt
A394T0
16
2
1387.39
3699.61
Leg
A394T0
16
12
10077.15
9979.03
Diagonal
A394T0
16
3
2045.27
7399.23
Top Girt
A394T0
16
2
1618.47
3699.61
Mid Girt
A394T0
16
2
2239.46
4932.82
Leg
A394T0
19
12
10290.92
9979.03
Diagonal
A394T0
16
3
2818.83
7399.23
Top Girt
A394T0
16
3
407.48
4932.82
Leg
A394T0
19
16
7714.70
9979.03
Diagonal
A394T0
16
2
4047.05
7399.23
Horizontal
A394T0
16
3
1526.01
4932.82
Leg
A394T0
19
16
6689.81
9979.03
Diagonal
A394T0
16
2
3920.35
9865.64
Top Girt
A394T0
16
2
2991.32
4932.82
Leg
A394T0
19
16
6696.61
9979.03
Diagonal
A394T0
16
2
4301.72
9865.64
Horizontal
A394T0
16
2
505.04
4932.82
Leg
A394T0
19
16
7342.53
9979.03
Diagonal
A394T0
16
2
3469.08
9865.64
Top Girt
A394T0
16
2
3787.91
4932.82
Leg
A394T0
19
16
7339.63
9979.03
Diagonal
A394T0
16
2
4337.90
9865.64
Horizontal
A394T0
16
2
758.25
4932.82
Ratio Load Allowable 0.117 0.214 0.255 0.167 0.183 0.143 0.399 0.221 0.199 0.196 0.437 0.247 0.266 0.279 0.588 0.294 0.329 0.375 1.010 0.276 0.437 0.454 1.031 0.381 0.083 0.773 0.547 0.309 0.670 0.397 0.606 0.671 0.436 0.102 0.736 0.352 0.768 0.736 0.440 0.154
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Bolt Grade
m T15
T16
T17
T18
T19
T20
34
29
24
19
14
7
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation
73 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
A394T0
Bolt Size mm
Number Of Bolts
19
16
Maximum Load per Bolt kg 9289.44
Allowable Load kg 9979.03
Diagonal
A394T0
16
2
4104.41
9865.64
Top Girt
A394T0
16
2
2225.70
4932.82
Leg
A394T0
19
16
9288.44
9979.03
Diagonal
A394T0
16
3
2658.52
9865.64
Horizontal
A394T0
16
3
1901.39
4932.82
Leg
A394T0
19
16
10307.03
9979.03
Diagonal
A394T0
16
3
3204.71
4932.82
Top Girt
A394T0
16
2
1479.17
4932.82
Leg
A394T0
19
16
10312.47
9979.03
Diagonal
A394T0
16
3
2830.97
4932.82
Horizontal
A394T0
16
3
2804.17
4932.82
Leg
A394T0
19
16
9847.63
9979.03
Diagonal
A394T0
16
3
2559.56
4932.82
Top Girt
A394T0
16
2
1117.03
4932.82
Leg
A394T0
19
16
9858.74
9979.03
Diagonal
A394T0
16
3
2667.30
4932.82
Horizontal
A394T0
16
3
231.66
4932.82
Ratio Load Allowable 0.931 0.416 0.451 0.931 0.269 0.385 1.033 0.650 0.300 1.033 0.574 0.568 0.987 0.519 0.226 0.988 0.541 0.047
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 108 - 102
L102x102x6
m 6.0000
m 3.0000
T2
102 - 96
L102x102x6
6.0000
3.0000
T3
96 - 90
L102x102x6
6.0000
T4
90 - 84
L106x6+L102x10
T5
84 - 78
T6
Kl/r
Fa
A mm2 1252
Actual P kg -1342.58
Allow. Pa kg 15727.46
Ratio P Pa 0.085
kPa 123228
74.3 K=0.50
123228
1252
-5033.52
15727.46
0.320
3.0000
74.3 K=0.50
123228
1252
-10325.58
15727.46
0.657
6.0000
3.0000
74.3 K=0.50
138798
3097
-19308.30
43830.19
0.441
L106x6+L102x10
6.0000
3.0000
74.3 K=0.50
138798
3097
-28936.80
43830.19
0.660
78 - 72
L102x10+L102x10
6.0000
3.0000
74.9 K=0.50
137925
3690
-40673.59
51902.32
0.784
T7
72 - 66
L102x10+L102x10
6.0000
3.0000
74.9 K=0.50
137925
3690
-53581.97
51902.32
1.032
T8
66 - 60
L102x10+L102x10
6.0000
3.0000
74.9
137925
3690
-66537.48
51902.32
1.282
74.3 K=0.50
RISATower I . P. DOLMEN S.A.
Section No.
Elevation
74 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=0.50 T9
60 - 57
L102x10+L102x10
3.0286
3.0286
49.9 K=0.33
167963
3690
-61745.73
63205.85
0.977
T10
57 - 54
L102x10+L102x10
3.0286
3.0286
49.9 K=0.33
167963
3690
-61717.61
63205.85
0.976
T11
54 - 49
L127x10+L102x10
5.0476
5.0476
66.2 K=0.33
149090
4174
-53518.47
63460.31
0.843
T12
49 - 44
L127x10+L102x10
5.0476
5.0476
66.2 K=0.33
149090
4174
-53572.90
63460.31
0.844
T13
44 - 39
L127x10+L102x10
5.0477
5.0477
66.2 K=0.33
149089
4174
-58740.23
63459.40
0.926
T14
39 - 34
L152x10+L102x10
5.0476
5.0476
55.1 K=0.33
162267
4658
-58717.10
77075.34
0.762
T15
34 - 29
L152x10+L102x10
5.0476
5.0476
55.1 K=0.33
162267
4658
-74315.23
77075.34
0.964
T16
29 - 24
L152x10+L102x10
5.0476
5.0476
55.1 K=0.33
162267
4658
-74307.52
77075.34
0.964
T17
24 - 19
L152x10+L102x10
5.0477
5.0477
55.1 K=0.33
162266
4658
-82456.31
77074.89
1.070
T18
19 - 14
L152x10+L102x10
5.0476
5.0476
55.1 K=0.33
162267
4658
-82499.86
77075.34
1.070
T19
14 - 7
L152x13+L102x10
7.3093
7.3093
61.0 K=0.25
155488
5555
-78781.31
88074.06
0.894
T20
7-0
L152x13+L102x10
7.3093
7.3093
61.0 K=0.25
155488
5555
-78869.76
88074.06
0.895
Allow. Pa kg 1154.77
Ratio P Pa 0.611
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 24550
mm 461
Actual P kg -705.96
204.8 K=1.00
24550
461
-1259.83
1154.77
1.091
2.0495
130.8 K=1.00
60203
923
-2470.28
5663.74
0.436
4.2426
2.0492
130.8 K=1.00
60220
923
-2465.54
5665.33
0.435
2L51x51x5
4.2426
2.0492
130.8 K=1.00
60220
923
-3275.33
5665.33
0.578
78 - 72
2L51x51x5
4.2426
2.0492
130.8 K=1.00
60220
923
-3648.79
5665.33
0.644
T7
72 - 66
2L51x51x5
4.2426
2.0492
130.8 K=1.00
60220
923
-4351.60
5665.33
0.768
T8
66 - 60
2L51x51x5
4.2426
2.0492
130.8 K=1.00
60220
923
-6135.79
5665.33
1.083
T9
60 - 57
2L64x64x5
3.3669
3.2546
110.3
80154
1161
-8162.40
9491.65
0.860
T1
m 108 - 102
L51x51x5
m 4.2426
m 2.0495
T2
102 - 96
KL/R > 200 (C) - 16 L51x51x5
4.2426
2.0495
T3
96 - 90
KL/R > 200 (C) - 44 2L51x51x5
4.2426
T4
90 - 84
2L51x51x5
T5
84 - 78
T6
Kl/r
204.8 K=1.00
Fa
A 2
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
75 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=0.67 T10
57 - 54
2L64x64x5
3.6663
3.5776
121.3 K=0.67
69608
1161
-7460.24
8242.91
0.905
T11
54 - 49
2L64x64x6
5.4401
5.3107
89.7 K=0.33
98165
1535
-7840.71
15370.21
0.510
T12
49 - 44
2L64x64x6
5.8850
5.7646
97.4 K=0.33
91736
1535
-8603.43
14363.64
0.599
T13
44 - 39
2L76x76x6
5.8851
5.7647
80.5 K=0.33
105461
1858
-6938.15
19981.79
0.347
T14
39 - 34
2L76x76x6
6.4490
6.3286
88.4 K=0.33
99233
1858
-8675.82
18801.73
0.461
T15
34 - 29
2L76x76x6
6.4490
6.3286
179.5 K=0.67
31955
1858
-3103.80
6054.46
0.513
T16
29 - 24
2L76x76x6
7.1031
6.9962
198.4 K=0.67
26148
1858
-3711.24
4954.23
0.749
T17
24 - 19
L102x102x6
7.1032
6.9962
147.6 K=0.67
47237
1252
-3229.32
6028.88
0.536
T18
19 - 14
L102x102x6
7.8255
7.7268
163.1 K=0.67
38727
1252
-3925.17
4942.71
0.794
T19
14 - 7
L102x102x6
9.3388
9.2240
145.3 K=0.50
48796
1252
-7678.69
6227.78
1.233
T20
7-0
L102x102x6
11.4788
11.3827
140.9 K=0.25
51845
1252
-8001.87
6616.87
1.209
Allow. Pa kg 4129.04
Ratio P Pa 0.186
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T10
m 57 - 54
L64x64x6
m 3.5870
m 1.7425
T12
49 - 44
L64x64x6
5.1520
2.5125
T14
39 - 34
L76x76x6
7.1090
T16
29 - 24
L76x76x6
T18
19 - 14
T20
7-0
Kl/r
Fa
A
kPa 52742
mm2 768
Actual P kg -768.47
100.7 K=0.50
88840
768
-1010.08
6955.07
0.145
3.4910
116.1 K=0.50
74720
929
-1516.50
7078.54
0.214
9.0650
4.4565
148.2 K=0.50
46887
929
-547.40
4441.84
0.123
L76x76x6
11.0220
5.4350
180.7 K=0.50
31524
929
-635.09
2986.42
0.213
L102x102x6
14.9750
7.4113
58.7 K=0.16
117550
1252
-694.99
15002.80
0.046
Actual P kg
Allow. Pa kg
Ratio P Pa
139.7 K=1.00
Top Girt Design Data (Compression) Section No.
Elevation m
Size
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
76 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T1
m 108 - 102
L64x64x5
m 3.0000
m 2.8984
T2
102 - 96
L64x64x3
3.0000
2.8984
T3
96 - 90
L64x64x5
3.0000
T4
90 - 84
L64x64x5
T5
84 - 78
T6
Kl/r
Fa
A
kPa 47861
144.9 K=1.00
2.8984
3.0000
L64x64x5
78 - 72
T7
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg -4.91
Allow. Pa kg 2840.10
Ratio P Pa 0.002
49027
393
-137.93
1965.48
0.070
146.7 K=1.00
47861
582
-695.42
2840.10
0.245
2.8984
146.7 K=1.00
47861
582
-1139.61
2840.10
0.401
3.0000
2.8980
146.7 K=1.00
47874
582
-1269.81
2840.88
0.447
L64x64x5
3.0000
2.8980
146.7 K=1.00
47874
582
-1729.11
2840.88
0.609
72 - 66
L64x64x5
3.0000
2.8980
146.7 K=1.00
47874
582
-2173.13
2840.88
0.765
T8
66 - 60
L64x64x5
3.0000
2.8980
146.7 K=1.00
47874
582
-2939.00
2840.88
1.035
T9
60 - 57
L64x64x6
3.0000
2.8980
148.4 K=1.00
46773
768
-1222.45
3661.74
0.334
T11
54 - 49
L64x64x6
4.1740
4.0720
104.2 K=0.50
85733
768
-5924.42
6711.81
0.883
T13
44 - 39
L76x76x6
6.1300
6.0030
127.1 K=0.50
63772
929
-6624.63
6041.40
1.097
T15
34 - 29
L76x76x6
8.0870
7.9350
131.9 K=0.25
59157
929
-4395.41
5604.23
0.784
T17
24 - 19
L102x102x6
10.0430
9.8910
155.8 K=0.50
42436
1252
-2958.33
5416.08
0.546
T19
14 - 7
L102x102x6
12.0000
11.8480
186.6 K=0.50
29575
1252
-2234.07
3774.65
0.592
Allow. Pa kg 2840.10
Ratio P Pa 0.010
146.7 K=1.00
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 108 - 102
L64x64x5
m 3.0000
m 2.8984
T2
102 - 96
L64x64x5
3.0000
2.8984
T3
96 - 90
L64x64x5
3.0000
T4
90 - 84
L64x64x5
T5
84 - 78
T6
Kl/r
Fa
A
kPa 47861
mm2 582
Actual P kg -29.20
146.7 K=1.00
47861
582
-307.80
2840.10
0.108
2.8984
146.7 K=1.00
47861
582
-1306.86
2840.10
0.460
3.0000
2.8980
146.7 K=1.00
47874
582
-897.69
2840.88
0.316
L64x64x6
3.0000
2.8980
148.4 K=1.00
46773
768
-1686.44
3661.74
0.461
78 - 72
L64x64x5
3.0000
2.8980
146.7 K=1.00
47874
582
-1831.85
2840.88
0.645
T7
72 - 66
L64x64x5
3.0000
2.8980
146.7 K=1.00
47874
582
-2492.31
2840.88
0.877
T8
66 - 60
L64x64x6
3.0000
2.8980
148.4 K=1.00
46773
768
-3972.28
3661.74
1.085
146.7 K=1.00
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
77 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
Actual P kg
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Allow. Pa kg
Ratio P Pa
Allow. Pa kg 1797.75
Ratio P Pa 0.217
Inner Bracing Design Data (Compression) Section No.
Elevation
Size
L
Lu
T12
m 49 - 44
L64x64x5
m 3.6430
m 3.6430
T14
39 - 34
L76x76x6
5.0268
5.0268
T20
7-0
L76x76x6
10.5889
10.5889
Kl/r
Fa
A
kPa 30295
mm2 582
Actual P kg -390.36
212.8 K=1.00
22736
929
-46.77
2153.90
0.022
448.3 K=1.00
5124
929
-141.06
485.41
0.291
Allow. Pa kg 23070.85
Ratio P Pa 0.038
184.4 K=1.00
KL/R > 250 (C) - 427
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 3.0000
94.5
kPa 224080
mm2 1010
Actual P kg 873.14
T1
m 108 - 102
L102x102x6
m 6.0000
T2
102 - 96
L102x102x6
6.0000
3.0000
94.5
224080
1010
4210.16
23070.85
0.182
T3
96 - 90
L102x102x6
6.0000
3.0000
94.5
224080
1010
9206.07
23070.85
0.399
T4
90 - 84
L106x6+L102x10
6.0000
3.0000
148.6
206843
3097
17544.23
65317.32
0.269
T5
84 - 78
L106x6+L102x10
6.0000
3.0000
148.6
206843
3097
26774.48
65317.32
0.410
T6
78 - 72
L102x10+L102x10
6.0000
3.0000
149.9
206843
3690
38302.62
77836.47
0.492
T7
72 - 66
L102x10+L102x10
6.0000
3.0000
149.9
206843
3690
51382.05
77836.47
0.660
T8
66 - 60
L102x10+L102x10
6.0000
3.0000
149.9
206843
3690
65359.96
77836.47
0.840
T9
60 - 57
L102x10+L102x10
3.0286
3.0286
151.3
206843
3690
59578.01
77836.47
0.765
T10
57 - 54
L102x10+L102x10
3.0286
3.0286
151.3
206843
3690
59466.88
77836.47
0.764
T11
54 - 49
L127x10+L102x10
5.0476
5.0476
200.7
206843
4174
52746.00
88042.30
0.599
T12
49 - 44
L127x10+L102x10
5.0476
5.0476
200.7
206843
4174
52600.85
88042.30
0.597
T13
44 - 39
L127x10+L102x10
5.0477
5.0477
200.7
206843
4174
54681.94
88042.30
0.621
RISATower I . P. DOLMEN S.A.
Section No.
Elevation
78 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T14
39 - 34
L152x10+L102x10
5.0476
5.0476
167.0
206843
4658
54424.30
98248.14
0.554
T15
34 - 29
L152x10+L102x10
5.0476
5.0476
167.0
206843
4658
62726.85
98248.14
0.638
T16
29 - 24
L152x10+L102x10
5.0476
5.0476
167.0
206843
4658
62612.55
98248.14
0.637
T17
24 - 19
L152x10+L102x10
5.0477
5.0477
167.0
206843
4658
69340.23
98248.14
0.706
T18
19 - 14
L152x10+L102x10
5.0476
5.0476
167.0
206843
4658
69232.28
98248.14
0.705
T19
14 - 7
L152x13+L102x10
7.3093
7.3093
243.9
206843
5555
67305.42
117162.94
0.574
T20
7-0
L152x13+L102x10
7.3093
7.3093
243.9
206843
5555
67191.56
117162.94
0.573
Allow. Pa kg 7005.28
Ratio P Pa 0.093
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.0495
130.8
kPa 148927
mm2 461
Actual P kg 650.32
T1
m 108 - 102
L51x51x5
m 4.2426
T2
102 - 96
L51x51x5
4.2426
2.0495
130.8
148927
461
1157.98
7005.28
0.165
T3
96 - 90
2L51x51x5
4.2426
2.0495
130.8
148927
923
2250.38
14010.57
0.161
T4
90 - 84
2L51x51x5
4.2426
2.0492
130.8
148927
923
2347.10
14010.57
0.168
T5
84 - 78
2L51x51x5
4.2426
2.0492
130.8
148927
923
3120.13
14010.57
0.223
T6
78 - 72
2L51x51x5
4.2426
2.0492
130.8
148927
923
3547.35
14010.57
0.253
T7
72 - 66
2L51x51x5
4.2426
2.0492
130.8
148927
923
4293.54
14010.57
0.306
T8
66 - 60
2L51x51x5
4.2426
2.0492
130.8
148927
923
6029.92
14010.57
0.430
T9
60 - 57
2L64x64x5
3.3669
3.2546
164.7
148927
1161
8456.51
17635.68
0.480
T10
57 - 54
2L64x64x5
3.6663
3.5776
181.0
148927
1161
8094.09
17635.68
0.459
T11
54 - 49
2L64x64x6
5.4401
5.3107
271.9
148927
1535
6975.03
23318.28
0.299
T12
49 - 44
2L64x64x6
5.8850
5.7646
295.1
148927
1535
7420.86
23318.28
0.318
T13
44 - 39
2L76x76x6
5.8851
5.7647
244.0
148927
1858
6029.92
28217.08
0.214
T14
39 - 34
2L76x76x6
6.4490
6.3286
267.9
148927
1858
6817.50
28217.08
0.242
T15
34 - 29
2L76x76x6
6.4490
6.3286
267.9
148927
1858
8208.80
28217.08
0.291
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
79 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T16
29 - 24
2L76x76x6
7.1031
6.9962
296.2
148927
1858
7975.56
28217.08
0.283
T17
24 - 19
L102x102x6
7.1032
6.9962
220.4
148927
1252
9614.12
19007.34
0.506
T18
19 - 14
L102x102x6
7.8255
7.7268
243.4
148927
1252
8492.93
19007.34
0.447
T19
14 - 7
L102x102x6
9.3388
9.2240
290.5
148927
1252
6679.83
19007.34
0.351
T20
7-0
L102x102x6
11.4788
11.3827
358.5
148927
1252
5830.52
19007.34
0.307
Allow. Pa kg 11659.14
Ratio P Pa 0.393
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T10
m 57 - 54
L64x64x6
m 3.5870
m 1.7425
178.4
kPa 148927
mm 768
Actual P kg 4578.02
T12
49 - 44
L64x64x6
5.1520
2.5125
128.6
148927
768
921.24
11659.14
0.079
T14
39 - 34
L76x76x6
7.1090
3.4910
147.8
148927
929
1438.85
14108.54
0.102
T16
29 - 24
L76x76x6
9.0650
4.4565
377.3
148927
929
5704.20
14108.54
0.404
T18
19 - 14
L76x76x6
11.0220
5.4350
460.2
148927
929
8412.51
14108.54
0.596
T20
7-0
L102x102x6
14.9750
7.4113
233.4
148927
1252
571.09
19007.34
0.030
2
Allow. Pa kg 8837.43
Ratio P Pa 0.002
2
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 108 - 102
L64x64x5
m 3.0000
m 2.8984
146.7
kPa 148927
mm 582
Actual P kg 15.33
T2
102 - 96
L64x64x3
3.0000
2.8984
144.9
148927
393
220.89
5970.41
0.037
T3
96 - 90
L64x64x5
3.0000
2.8984
146.7
148927
582
864.82
8837.43
0.098
T4
90 - 84
L64x64x5
3.0000
2.8984
146.7
148927
582
1357.62
8837.43
0.154
T5
84 - 78
L64x64x5
3.0000
2.8980
146.7
148927
582
1473.00
8837.43
0.167
T6
78 - 72
L64x64x5
3.0000
2.8980
146.7
148927
582
1967.30
8837.43
0.223
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
80 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
I . P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T7
m 72 - 66
L64x64x5
m 3.0000
m 2.8980
146.7
kPa 148927
T8
66 - 60
L64x64x5
3.0000
2.8980
146.7
T9
60 - 57
L64x64x6
3.0000
2.8980
T11
54 - 49
L64x64x6
4.1740
T13
44 - 39
L76x76x6
T15
34 - 29
T17
24 - 19
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg 2433.13
Allow. Pa kg 8837.43
Ratio P Pa 0.275
148927
582
3236.94
8837.43
0.366
148.4
148927
768
888.18
11659.14
0.076
4.0720
208.5
148927
768
5982.61
11659.14
0.513
6.1300
6.0030
254.1
148927
929
7575.81
14108.54
0.537
L76x76x6
8.0870
7.9350
335.9
148927
929
4451.39
14108.54
0.316
L102x102x6
10.0430
9.8910
311.5
148927
1252
624.25
19007.34
0.033
Allow. Pa kg 7511.45
Ratio P Pa 0.012
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.8984
146.7
kPa 199948
mm2 368
Actual P kg 89.42
T1
m 108 - 102
L64x64x5
m 3.0000
T2
102 - 96
L64x64x5
3.0000
2.8984
146.7
199948
368
419.76
7511.45
0.056
T3
96 - 90
L64x64x5
3.0000
2.8984
146.7
199948
368
1581.30
7511.45
0.211
T4
90 - 84
L64x64x5
3.0000
2.8980
146.7
199948
368
1056.78
7511.45
0.141
T5
84 - 78
L64x64x6
3.0000
2.8980
148.4
199948
485
1935.23
9890.31
0.196
T6
78 - 72
L64x64x5
3.0000
2.8980
146.7
199948
368
2063.74
7511.45
0.275
T7
72 - 66
L64x64x5
3.0000
2.8980
146.7
199948
368
2774.78
7511.45
0.369
T8
66 - 60
L64x64x6
3.0000
2.8980
148.4
199948
485
4478.93
9890.31
0.453
Actual P kg 338.22
Allow. Pa kg 8837.43
Ratio P Pa 0.038
Inner Bracing Design Data (Tension) Section No. T12
Elevation
Size
L
Lu
Kl/r
Fa
A
m 49 - 44
L64x64x5
m 3.6430
m 3.6430
184.4
kPa 148927
mm2 582
RISATower
Page
Job
I . P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
81 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section
Elevation m
Component Type
Size
No. T1
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
108 - 102
Leg Diagonal Top Girt Mid Girt
L102x102x6 L51x51x5 L64x64x5 L64x64x5
3 16 5 10
-1342.58 -705.96 -3.95 89.42
20964.70 1539.31 3785.86 10012.76
Pass Pass Pass Pass
T2
102 - 96
T3
96 - 90
T4
90 - 84
T5
84 - 78
T6
78 - 72
T7
72 - 66
T8
66 - 60
T9
60 - 57
Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg
L102x102x6 L51x51x5 L64x64x3 L64x64x5 L102x102x6 2L51x51x5 L64x64x5 L64x64x5 L106x6+L102x10 2L51x51x5 L64x64x5 L64x64x5 L106x6+L102x10 2L51x51x5 L64x64x5 L64x64x6 L102x10+L102x10 2L51x51x5 L64x64x5 L64x64x5 L102x10+L102x10 2L51x51x5 L64x64x5 L64x64x5 L102x10+L102x10 2L51x51x5 L64x64x5 L64x64x6 L102x10+L102x10
31 44 36 40 59 72 64 68 87 100 92 96 115 128 120 124 143 156 148 152 171 184 176 180 199 212 204 208 227
-5033.52 -1259.83 -137.93 -307.80 -10325.58 -2470.28 -695.42 -1306.86 -19308.30 -2465.54 -1139.61 -897.69 -28936.80 -3275.33 -1269.81 -1686.44 -40673.59 -3648.79 -1729.11 -1831.85 -53581.97 -4351.60 -2173.13 -2492.31 -66537.48 -6135.79 -2939.00 -3972.28 -61745.73
20964.70 1539.31 2619.99 3785.86 20964.70 7549.76 3785.86 3785.86 58425.64 7551.88 3785.86 3786.89 58425.64 7551.88 3786.89 4881.10 69185.79 7551.88 3786.89 3786.89 69185.79 7551.88 3786.89 3786.89 69185.79 7551.88 3786.89 4881.10 84253.39
Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal
2L64x64x5 L64x64x6 L102x10+L102x10 2L64x64x5 L64x64x6 L127x10+L102x10 2L64x64x6 L64x64x6 L127x10+L102x10 2L64x64x6 L64x64x6 L64x64x5 L127x10+L102x10 2L76x76x6
240 232 247 254 242 259 272 264 279 285 274 291 295 309
-8162.40 -1222.45 -61717.61 -7460.24 4578.02 -53518.47 -7840.71 -5924.42 -53572.90 -8603.43 -1010.08 -390.36 -58740.23 -6938.15
12652.37 4881.10 84253.39 10987.80 15541.64 84592.59 20488.49 8946.84 84592.59 19146.73 9271.11 2396.40 84591.38 26635.73
Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal Top Girt
L76x76x6 L152x10+L102x10 2L76x76x6 L76x76x6 L76x76x6 L152x10+L102x10 2L76x76x6 L76x76x6
300 315 320 301 325 331 338 333
-6624.63 -58717.10 -8675.82 -1516.50 -46.77 -74315.23 -3103.80 -4395.41
8053.18 102741.43 25062.70 9435.69 2871.15 102741.43 8070.60 7470.43
6.4 45.9 0.3 0.9 0.9 (b) 24.0 81.8 5.3 8.1 49.3 32.7 18.4 34.5 33.0 32.6 30.1 23.7 49.5 43.4 33.5 34.6 58.8 48.3 45.7 48.4 77.4 57.6 57.4 65.8 96.2 81.2 77.6 81.4 73.3 77.4 (b) 64.5 25.0 73.3 67.9 29.5 63.3 38.3 66.2 63.3 44.9 10.9 16.3 69.4 26.0 26.4 (b) 82.3 57.2 34.6 16.1 1.6 72.3 38.5 58.8
T10
57 - 54
T11
54 - 49
T12
49 - 44
T13
44 - 39
T14
39 - 34
T15
34 - 29
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
RISATower I . P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
No. T16
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
29 - 24
Leg Diagonal Horizontal Leg Diagonal
L152x10+L102x10 2L76x76x6 L76x76x6 L152x10+L102x10 L102x102x6
351 354 346 363 370
-74307.52 -3711.24 5704.20 -82456.31 -3229.32
102741.43 6603.99 18806.68 102740.83 8036.50
L102x102x6 L152x10+L102x10 L102x102x6 L76x76x6 L152x13+L102x10
368 383 386 369 395
T17
24 - 19
T18
19 - 14
T19
14 - 7
Top Girt Leg Diagonal Horizontal Leg
7-0
Diagonal Top Girt Leg
L102x102x6 L102x102x6 L152x13+L102x10
408 398 415
Diagonal Horizontal
L102x102x6 L102x102x6
422 404
Inner Bracing
L76x76x6
427
T20
82 of 82
TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH
Calle 101 No. 70 G - 25.
Section
Page
Job
16:58:16 10/23/13 Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
72.3 56.2 30.3 80.3 40.2 48.7 (b) -2958.33 7219.63 41.0 -82499.86 102741.43 80.3 -3925.17 6588.63 59.6 8412.51 18806.68 44.7 -78781.31 117402.71 67.1 74.0 (b) -7678.69 8301.63 92.5 -2234.07 5031.60 44.4 -78869.76 117402.71 67.2 74.1 (b) -8001.87 8820.29 90.7 -694.99 19998.73 3.5 3.5 (b) -141.06 647.05 21.8 Summary Leg (T8) 96.2 Diagonal 92.5 (T19) Horizontal 44.7 (T18) Top Girt 82.3 (T13) Mid Girt 81.4 (T8) Inner 21.8 Bracing (T20) 77.5 Bolt Checks 96.2 RATING =
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=108m C. NUEVA+REF EB. CERRO GAVINETE.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 108.0000
50
100
150
Tilt (deg) 200
250
0
0.05
0.1
0.15
Twist (deg) 0.2
0.25
0
0.05
0.1 108.0000
102.0000
102.0000
96.0000
96.0000
90.0000
90.0000
84.0000
84.0000
78.0000
78.0000
72.0000
72.0000
66.0000
66.0000
60.0000
60.0000
57.0000
57.0000
54.0000
54.0000
49.0000
49.0000
44.0000
44.0000
39.0000
39.0000
34.0000
34.0000
29.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
14.0000
7.0000
7.0000
0.0000 0
0.0000 50
100
150
200
250
0
0.05
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.1
Job:
0.15
0.2
0.25
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri
Feedline Distribution Chart 0.0000 - 108.0000 Round
108.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
107.0000 106.0000
107.0000 106.0000
107.0000 106.0000
103.0000
103.0000
103.0000
108.0000
102.0000
96.0000
102.0000 99.0000
99.0000
99.0000
96.0000
96.0000
96.0000
91.0000
91.0000
91.0000
88.0000
88.0000
88.0000
84.0000
84.0000
84.0000
81.0000
81.0000
81.0000
96.0000
90.0000
84.0000
90.0000
84.0000
78.0000
78.0000 75.0000
75.0000
75.0000
71.0000
71.0000
71.0000
67.0000
67.0000
67.0000
64.0000
64.0000
64.0000
72.0000
72.0000
66.0000
60.0000
60.0000
42.5000
39.0000
39.0000
39.0000
35.5000
35.5000
35.5000
33.0000
33.0000
33.0000
31.0000
31.0000
31.0000
34.0000
29.0000
24.0000
24.0000
19.0000
19.0000
19.0000 1 (4 ANT TV E)
24.0000
14.0000
7.0000
7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E)
39.0000
0.0000
44.0000
1 (8 ANT TV E)
42.5000
39.0000 1 (8 ANT TV E)
42.5000
44.0000
49.0000
1 (8 ANT TV E)
47.0000
1 (8 ANT TV E)
47.0000
54.0000
1 (8 ANT TV E)
47.0000
49.0000
53.0000 52.0000
1 (8 ANT TV E)
53.0000 52.0000
1 (8 ANT TV E)
53.0000 52.0000
54.0000
56.0000
1 (8 ANT TV E)
56.0000
1 (8 ANT TV E)
57.0000
56.0000
1 (8 ANT TV E)
1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)
57.0000
1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E)
Elevation (m)
66.0000
34.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
7.0000
0.0000
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri
Stress Distribution Chart 0.0000 - 108.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
108.0000
108.0000
102.0000
102.0000
96.0000
96.0000
90.0000
90.0000
84.0000
84.0000
78.0000
78.0000
72.0000
72.0000
66.0000
66.0000
60.0000
60.0000
57.0000
57.0000
54.0000
54.0000
49.0000
49.0000
44.0000
44.0000
39.0000
39.0000
34.0000
34.0000
29.0000
29.0000
24.0000
24.0000
19.0000
19.0000
14.0000
14.0000
7.0000
7.0000
0.0000
0.0000
I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC108m PATA=17.950m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri
CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. CERRO GAVINETE.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
TORRE 108m EB. CERRO GAVINETE
I. P. DOLMEN S.A.
7. Rev. DE CIMENTACION TIPO ZAPATA PARA TORRES OBRA:
TORRE TELECOMUNICACIONES TC108m EB. CERRO GAVINETE ITEM
Sim.
Un.
REACCIONES MAXIMAS DE TRABAJO SEGUN PROGRAMA TOWER Compresión (-) Fz Kg Corte l Fx Kg Corte t Fy Kg Traccion (+) Fza Kg Corte l Fxa Kg Corte t Fya Kg
-79.986,00 -19.142,00 19.670,00 65.857,00 -15.297,00 14.889,00
REACCIONES MAXIMAS ULTIMAS SEGÚN PROGRAMA TOWER Compresión (-) Fz' Kg Corte l Fx' Kg Corte t Fy' Kg Arranque (+) Fza' Kg Corte l Fxa' Kg Corte t Fya' Kg
-79.986,00 -19.142,00 19.670,00 65.857,00 -15.297,00 14.889,00
ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE Compresión (-)
Fc
Kg
79.986,00
Corte l
Ft
Kg
19.142,00
Corte t
Fl
Kg
19.670,00
Arranque (+)
Fa
Kg
65.857,00
Corte l
Fta
Kg
15.297,00
Corte t
Fla
Kg
14.889,00
ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE Compresión (-)
Fc'
Kg
Corte l
Ft'
Kg
19.142,00
Corte t
Fl'
Kg
19.670,00
Arranque (+)
Fa'
Kg
65.857,00
Corte l
Fta'
Kg
15.297,00
Corte t
Fla'
Kg
14.889,00
Kg/cm2 2 Kg/cm Kg/m3 º
Kg/m3 2 Kg/cm 2 Kg/cm
1,50 1,88 1700 30,0 3,00 0,33 3,00 2.400 210 4.200
CARACTERISTICAS DE LOS MATERIALES Cap. portante suelo σ σa γs Peso unit. suelo Angulo cono β K pasivo Kp' K activo Ka Kp Kp γc Peso unit. concreto Resis.Comp.Concreto f'c Esf. Fluencia Acero fy
79.986,00
GEOMETRIA
clm/rcg
Angulo montante
φ
º
0,0000
Lado zapata
L
m
4,00
Lado pedestal
B
m
0,70
Espesor zapata
s
m
0,80
Profundidad zapata
H
m
2,05
Alt. ped. sobre suelo
H3
m
0,35
Alt. ped. enterrada
H2
m
1,30
Altura total cimiento
H1
m
2,40
7.1
Rev.CimTC108m EB. C. GAVINETE-Cap. 7
TORRE 108m EB. CERRO GAVINETE
I. P. DOLMEN S.A. Altura pedestal
Hp
m
1,65
Recubrimiento
a
m
0,070
Altura efec. concreto
d
m
0,730
Volumen zapata
Vz
m³
12,80
Volumen pedestal
Vp
m³
0,81
Volumen Concreto
Vc
m³
13,61
Peso concreto
Wc
Kg
32660
Volumen suelo 1
Vs1
m³
19,36
Volumen suelo 2
Vs2
m³
19,41
Volumen suelo 3
Vs3
m³
3,01
Volumen total suelo
Vs
m³
41,78
Peso suelo
Ws
Kg
71027
VOLUMENES Y PESOS
ARRANCAMIENTO Hipotesis crítica F.S. Arrancamiento
FSa
Checheo Arrancam.
(Wc+Ws)/Fa
1,57
FSa > 1.50
O.K.
ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO) Hipotesis crítica Compresión
P
Kg
ht
m
145564 1,30
Rt
Kg
3017
hl
m
1,30
Rl
Kg
3017
Momento transversal
MT
Kg*m
43638
Momento longitudinal
ML
Kg*m
42371
σp
Kg/m2
9098
σt
Kg/m
2
3972
σl
Kg/m
2
4091
σs
Kg/m2
1
Kg/m
2
Kg/m2
5494
3
Kg/m2
5732
2
3485
2
4
Kg/m
σmax
Kg/m2
σmin
Kg/m
2
13676
-2451 mayor 1, 2, 3, 4 menor 1, 2, 3, 4 ≈ σ σmax < σa
Checheo Capacidad
13676 -2451 O.K.
CHEQUEO AL VOLCAMIENTO Hipotesis crítica COMPRESION
MR1
Kg-m
291127
Momento trans. 1
MT1
Kg*m
47208
Momento long. 1
ML1
Kg*m
45941
Momento trans. 2
MT2
Kg*m
3570
Momento long. 2
ML2
Kg*m
3570
Mom. restaur. trans.
MRT
Kg*m
294697
Mom. restaur. long.
MRL
Kg*m
294697
Momento restaurador
MRc
Kg-m
416764
Mv
Kg-m
158093
Momento al vuelco
clm/rcg
7.2
Rev.CimTC108m EB. C. GAVINETE-Cap. 7
TORRE 108m EB. CERRO GAVINETE
I. P. DOLMEN S.A. F.S. vuelco compres.
FSvc
MRc/Mv
2,64
Hipotesis crítica TRACCION
MR1
Kg-m
207375
ht
m
1,30
Rt
Kg
3017
hl
m
1,30
Rl
Kg
3017
MT1
Kg-m
35734
ML1
Kg-m
36713
MT2
Kg-m
3570
ML2
Kg-m
3570
Mom. restaur. trans.
MRT
Kg*m
210945
Mom. restaur. long.
MRL
Kg*m
210945
Momento restaurador
MRa
Kg-m
298321
Momento vuelco 1
Mv1
Kg-m
131714
Mom. vuelco trans.
Mvt
Kg-m
167448
Mom. vuelco long.
Mvl
Kg-m
168427
Momento vuelvo
Mva
Kg-m
237500
F.S. vuelco tracción
FSvt
MRa/Mva
1,26
F.S. volcamiento
FSv
menor FSvc, FSvt
1,26
FSv > 1.50
O.K.
Checheo Volcam.
clm/rcg
7.3
Rev.CimTC108m EB. C. GAVINETE-Cap. 7
TORRE 108m EB. CERRO GAVINETE
I. P. DOLMEN S.A.
CALCULO DE VIGA DE AMARRE
L A= Pter W= L= Mu= b= d= K= ro= As=
b FLEXION d
colocar
16,00 m2 0,62 3,09 t/m 17,95 m 15926,39 t-cm 50 cm 90 cm 0,03932 0,00330 14,85 cm² 5 No 7
CORTANTE V= vu= Ø vc=
27,727 9,858 6,350
t kg/cm² kg/cm²
No requiere Refuerzo a cortante colocar E Ø 3/8" cada 16 cm
O.K.
clm/rcg
7.1
Rev.CimTC108m EB. C. GAVINETE-Cap. 7
ESTRUCTURA: REV. TC108m P=17.95m-EB. CERRO GAVINETE. CARGAS ACTUANTES Tension Maxima Comprexion Maxima Fuerza Longitudinal en X Fuerza Transversal en Y
T C Hx Hy
(ton) (ton) (ton) (ton)
65,857 -79,986 -19,142 19,670
-15,297 14,889
CALCULO DE PLACA - BASE PLACA BASE
B
C
t
Dp
m
cm. 50
cm. 50
cm 2,2
cm 5
cm. 23,0
Dimension pedestal (cm) Bp Cp 70 70
C
P B
m n t p Dp
Area Placa Colocada Ac 2.500 cm2 Acero A-36 Fy= 2.530 Kg /cm² Distancia n 8,0 cm Area Requerida placa base Ar Apoyo contacto pedestal Fp Presion de Apoyo pp Esfuerzo de Flexion por Compresion Esfuerzo de Flexion Distancia al borde Espesor Placa Base C
Concreto. 777 102,900 31,994
cm2 Kg / cm² kg / cm²
Fb Fb m
1.645 23,0
Kg / cm² cm
t
1,93
cm
cm
Esfuerzo de Flexion por Arranque
Fb¨
Distancia al perno
Dp
5
Fuerza en el Perno Momento de Flexion
Pt Mf
10,98 54,9
Ton - cm
Espesor de la Placa Base Arr
t
2,20
cm
Espesor Minimo Placa Base
t
2,20
cm
Lado de la placa Base
B
500
mm
Espesor de la Placa Base
t
22
mm
f'c=
210
Kg / cm²
Acero A-36
Ton
OK CUMPLE
No pernos
un 6,0
ESTRUCTURA: REV. TC108m P=17.95m-EB. CERRO GAVINETE.
DISEÑO DE PERNOS DE ANCLAJE
Diametro de los Pernos Material de los Pernos Cantidad de Pernos Area Total de Pernos Factor de Rosca Numero de Hilos por Pulgada Area Efectiva de Pernos Cargas de Trabajo Fuerza de Arranque Fuerza de Cortante Fuerza de Cortante Fuerza de Cortante Esfuerzo de Fluencia Resistencia a la Tension Resistencia al Corte Area Efectiva de cada Perno Area Total por Perno Area Requerida por Arranque Area Requerida Arranque Diseño Numero de Pernos Minimo
dp
1,00
plg
dp
2,54
cm
SAE 1045 CALIBRADO Atp
un cm²
0,85 hp
8
Ap
23,45
cm²
T
65,86
ton
Vux
-15,30
ton
Vuy
19,67
ton
Vu
24,92
ton
Fy
5,20
ton/cm²
Ft
3,36
ton/cm²
Fv
2,24
ton/cm²
Ae
3,91
cm²
Ap
5,07
cm²
At
7,7
cm²
Atm
10,8
cm²
Np
3
un
Pernos a Colocar Diametro del Perno Area Neta de Pernos
6 30,40
Anp
AREA DE PERNOS > AREA REQUERIDA
6
un
25
mm
23,45
cm²
OK CUMPLE
Bogotá, D.C. 23 de Octubre de 2013.
MEMORIAL DE RESPONSABILIDAD Yo, CARLOS EDUARDO LONDOÑO MESA, Ingeniero Civil, debidamente Titulado e inscrito con matrícula profesional No. 25202-37439 otorgada por el Consejo Profesional de Cundinamarca, he realizado LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE SECCION CUADRADA VARIABLE, VARIABLE de 108 metros de altura, Localizada En la ESTACION EB. CERRO GAVINETE, ubicada entre La Vereda Resinas, Municipio de Guadalupe, Departamento del Huila, para una velocidad de viento de 120 KPH, que está soportando antenas MW y TV. La evaluación y recomendaciones han sido hechas siguiendo los parámetros establecidos en la NORMA TIA/EIATIA/EIA-222222-F y las NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCIÓN SISMOSISMO-RESISTENTE, NSRNSR-10. Por lo tanto, asumo la responsabilidad por los perjuicios que puedan ocasionar los diseños presentados y exonero al Departamento de Planeación del Municipio de Guadalupe, de cualquier eventualidad referente a dicha torre instalada para telecomunicaciones, bajo las condiciones anteriormente expuestas y descritas en la memoria de cálculo. ATENTAMENTE.,
ING. CARLOS EDUARDO LONDOÑO MESA. MAT. PROF. 25202-37439 CND.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
CERTIFICADO DE VIGENCIA Y ANTECEDENTES DISCIPLINARIOS N° 17847582
REPÚBLICA DE COLOMBIA CONSEJO PROFESIONAL NACIONAL DE INGENIERÍA COPNIA EL DIRECTOR GENERAL CERTIFICA: 1. Que LONDOÑO MESA, CARLOS EDUARDO con Cédula de Ciudadanía N° 91228746, se encuentra inscrito (a) en el Registro Profesional Nacional que lleva ésta entidad, como INGENIERO CIVIL, con Matrícula Profesional No. 25202-37439 CND desde el (los) veintidos (22) día(s) del mes de noviembre del año mil novecientos noventa (1990). 2. Que la Matrícula Profesional es la autorización que expide el Estado para que el titular ejerza su profesión en todo el territorio de la República de Colombia, de conformidad con lo dispuesto en la Ley 842 de 2003. 3. Que la referida Matrícula Profesional se encuentra vigente, por lo cual el profesional certificado actualmente NO está impedido para ejercer la profesión. 4. Que el profesional NO tiene antecedentes disciplinarios ético-profesionales. 5. Que la presente certificación tiene una validez de seis (6) meses y se expide en Bogotá, D.C., a los nueve (9) día(s) del mes de julio del año dos mil trece (2013).
CARLOS ALBERTO JARAMILLO JARAMILLO
___________________________________________ Firma del Titular (*) _ (*) Con el fin de verificar que el titular autoriza su participación en procesos estatales de selección de contratistas. La falta de firma del titular no invalida el Certificado. El presente es un documento público expedido electrónicamente con firma mecánica (Artículo 12, Decreto 2150 de 1995) y con firma digital que garantiza su plena validez jurídica y probatoria según lo establecido en la Ley 527 de 1999. Para verificar la integridad e inalterabilidad del presente documento consulte en el sitio web: www.copnia.gov.co, digitando el siguiente número de certificado: 17847582 y el código de verificación: RTI5F207 Calle 78 N°9 - 57 Piso 13 - Bogotá D.C. Pbx: 3220102 - correo-e:
[email protected] www.copnia.gov.co
INFORME FOTOGRAFICO. EB. CERRO GAVINETE.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
REGISTRO FOTOGRAFICO Cliente: Dirección :
RTVC
Nombre :
EB. CERRO GAVINETE.
Vereda resinas - Municipio de Guadalupe.
Foto General de Torre
Panoramica de la Torre 1/7
Ciudad :
GUADALUPE
Depto :
HUILA.
REGISTRO FOTOGRAFICO
Photo 1
Photo 2
Panorámica 2
Panorámica 3
Photo 3
Photo 4
placa base y pedestal
Base tramo 1 Torre 2/7
REGISTRO FOTOGRAFICO
Photo 5
Photo 6
Placa base parte interior
Escalera de cables horizontal
Photo 8
Placa base parte exterior
Empalme exterior de montantes 3/7
REGISTRO FOTOGRAFICO
Photo 9
Photo 10
Empalme interior de montantes
Detalle de transicion
Photo 11
Photo 12
Detalle de transicion
Detalle de antena MW 4/7
REGISTRO FOTOGRAFICO
Photo 14
Detalle de antena MW
Detalle soportes y antenas TV
Photo 15
Photo 16
Detalle de antenas TV
Excavación en Cimentación. 5/7
REGISTRO FOTOGRAFICO
Photo 17
Photo 17
Excavación en Cimentación.
Excavación en Cimentación.
Photo 33
Photo 34
Segunda transición
Tramo superior 6/7
REGISTRO FOTOGRAFICO
Photo 35
Photo 36
Cruce de diagonales superiores
Esacalera de cables vertical
Photo 37
Photo 38
Cierres horizontales
Tramo 2 torre 7/7
