Radio Televisión Nacional de Colombia.
MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=99.0m SECCION VARIABLE. ANCHO DE PATA = 12.050m
ESTACION BASE: CERRO LA PITA Ubicada entre los Municipios de Carmen de Bolívar y Ovejas.
Departamento de Sucre. Septiembre 2013.
INFORME TECNICO. Condición Actual Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 84.3%, Diagonales 76.3%, Horizontales 78.7% y Tornillos 76.3%.
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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 99.0 metros de altura. Ubicada en la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas, Departamento de Sucre. 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 12.050 m. Esta medida es variable hasta llegar a una altura de 12.0 m, donde es 8.40 m. Continuando en sección variable hasta los 45.0 m, donde es 2.85 m. Continuando en sección constante hasta los 75.0 m. Continuando en sección variables hasta los 81 m, donde es 1.40 m. Continuando en sección constante hasta los 99.0 m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 99.0 m 48 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 90.0 AL 99.0m – POR LAS CUATRO CARAS. 48 ANTENAS GRILLA TV (0.25x1.0m) – NIVEL 81.0 AL 90.0m – POR LAS CUATRO CARAS. 1 ANTENA MW Ø2.40m – NIVEL 27.0 m – B. 1 ANTENA MW Ø2.40m – NIVEL 24.0 m – D. 1 ANTENA MW Ø2.40m – NIVEL 15.0 m – C. 1 ANTENA MW Ø2.40m – NIVEL 15.0 m – D. 1 ANTENA GRIP (1.0x2.50m – NIVEL 7.5 m – C. 20 CABLES GUIA DE ONDA Ø1/2” PARA ANTENAS TV – D 5 CABLES GUIA DE ONDA Ø7/8” PARA ANTENAS MW – D
CONDICION FUTURA: 1 EXTENSION H=6.0m, EN LA PARTE SUPERIOR. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 104.5 m – A, B, C y D. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 103.5 m – A, B, C y D. 3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 102.5 m – A, C y D. 3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 101.5 m – A, C y D. 14 CABLES GUIA DE ONDA Ø1” PARA ANTENAS RF – C.
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PANORAMICA TC99m – 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 de reemplazo en todas las uniones de montantes y en el 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. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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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. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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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 99.0 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 triangular, 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 105.0 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 99.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes M15, M14, M13, M12, M11, M10 y M9, Diagonales M16, M10, M9, M8, M5 y M4. Porcentaje máximo de utilización Diagonal (T16) 647.0% > 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 una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m 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 99.0+6.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes M19, M18, M17, M16, M15, M14, M13, M12, M11, M10, M9, M8 y M5, Diagonales M18, M13, M12, M11, M10, M9, M8, M6 y M7. Porcentaje máximo de utilización Diagonal (T18) 799.3% > 100%. NO. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.
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Ver Salida 2 – Condición Nueva. En la CONDICION NUEVA + REFUERZO, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m 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 99.0+6.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Montante (T12) 84.3% < 100%. Ok. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.
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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 en general presenta perfiles de baja denominación y muy esbeltos, sin cierres internos lo cual hace que el Kl/r exceda el límite y se presente falla. -La torre debe ser reforzada para la Condición actual y Nueva. MATERIALES DE EXTENSION FUTURA: Montantes: L 76x76x6.4H, Diagonales y Horizontales en L38x38x4.8H (Ver plano 2/2 silueta de refuerzo) REFUERZO MONTANTES: -Desde el nivel 0.0m al nivel 33.0m (T19, T18, T17, T16 y T15), 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) -Desde el nivel 33.0m al nivel 51.0m (T14, T13 y T12), con un (1) ángulo de L102x102x12.7H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 51.0m al nivel 75.0m (T11, T10, T9 y T8), con un (1) ángulo de L102x102x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 75.0m al nivel 87.0m (T7, T6 y T5), con un (1) ángulo de L76x76x6.4H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 12.0m al nivel 15.0m (T18), con un (1) ángulo de L64x64x6.4H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer un cierre horizontal en un (1) L64X64X6.4H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2) DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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-Desde el nivel 39.0m al nivel 45.0m (T13), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer dos cierres en los horizontales redundantes en L51X51X4.8H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2)
-Desde el nivel 45.0m al nivel 75.0m (T12, T11, T10, T9 y 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) -Desde el nivel 75.0m al nivel 81.0m (T7 y T6), con un (1) ángulo de L51x51x4.8H A572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer dos cierres en los horizontales redundantes en L51X51X4.8H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes y diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m.
MATERIAL APROXIMADO DE EXTENSION H=6.0m: Montantes (T1 y T2) en 1L76x6.4H
180 Kg
Diagonales (T1 y T2) en 1L38x4.8H
110 Kg
Lámina de uniones (T1 y T2) en Lámina de 7.9mm
300 Kg
Tornillos en Uniones (T1 y T2)
80 Kg
Pernos de escalera Ø5/8 x 8” = 10 Unidades
5 Kg
Peso aproximado del Refuerzo
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MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Montantes (T19 al T15 y T11 al T8) en 1L102x9.5H
4150 Kg
Refuerzo Montantes (T19 al T15 y T11 al T8) en Lámina de 9.5mm
300 Kg
Refuerzo Montantes (T19 al T12) en Lámina de 15.9mm
600 Kg
Refuerzo Montantes (T14, T13 y T12) en 1L102x12.7H
2100 Kg
Refuerzo Montantes (T14, T13 y T12) en Lámina de 12.7mm Refuerzo Montantes (T7, T6 y T5) en 1L76x6.4H
300 Kg 800 Kg
Refuerzo Montantes (T7, T6 y T5) en Lámina de 7.9mm
100 Kg
Refuerzo Diagonales (T18) en 1L64x6.4H
230 Kg
Refuerzo Diagonales (T12, T11, T10, T9, T8, T7 y T6) en 1L51x4.8H
1550 Kg
Tornillos en refuerzo de montantes y diagonales
550 Kg
Peso aproximado del Refuerzo
10680 Kg
RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE ELEMENTO:
C. ACTUAL
C. NUEVA
C. NUEVA+REF
MONTANTE
(T11) 163.7%
(T13) 242.3%
(T12) 84.3%
DIAGONAL
(T16) 647.0%
(T18) 799.3%
(T4) 76.3%
HORIZONTAL
(T16) 92.0%
(T13) 135.9%
(T13) 78.7%
163.7%
242.3%
76.3%
TORNILLOS
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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 40% se encuentra en mal estado, se recomienda 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: Uno (1) Por el centro de la torre en un 80% de uso. LUCES DE OBSTRUCCION: En buen estado y funcionando. SISTEMA DE TIERRAS: En buen estado, las bus-bar en regular estado, se recomienda su cambio junto con las respectivas terminales. 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 80% 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 LA PITA.
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588.4
T1
L76x76x6
1.4
99.0 m
ANT CxMANTENIMIENTO 6 3 8 ANT FT DISH GRIP TV 0.30x1.20m 0.20x0.80m 0.25x1.0m (1 1.0x2.50m ANT MW (E) (1 (E) Ø2.40m ANT GRIP E) E)
99 96 92 88 83 72 68.5 27 24 18 7.5 DESIGNED APPURTENANCE LOADING
679.6
9@2
L51x51x5
N.A.
763.5
L51x51x5
L38x38x5
387.1
78.0 m 425.3
75.0 m
T6
L102x102x10
83 72
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
96 96
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
72 72
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
96 92
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
72 68.5
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
92 92
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
68.5 68.5
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.25x1.0m (E)
92 88
3 ANT TV 0.30x1.20m (E) 8 FT DISH (1 ANT MW Ø2.40m E)
68.5 27
6 ANT TV 0.25x1.0m (E)
88
8 FT DISH (1 ANT MW Ø2.40m E)
24
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
88 88
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)
18 18
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
83 83
ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5
6 ANT TV 0.25x1.0m (E)
83
SYMBOL LIST MARK A
SIZE
63.0 m
A572-50
57.0 m
1. 2. 3. 4.
SIZE L64x64x5
Fy 344738 kPa
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
TOWER DESIGN NOTES 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: 647%
1310.6
N.A.
B
MATERIAL STRENGTH
1173.9
L64x64x5
L64x64x5
12 @ 3
L51x51x5
MARK
2L76x76x6x10
GRADE
1310.6
A36
A572-50
ELEVATION
6 ANT TV 0.25x1.0m (E) 3 ANT TV 0.30x1.20m (E)
1037.2
T7
L127x127x10
TYPE
99 96
69.0 m
51.0 m
T10
ELEVATION
CxMANTENIMIENTO 6 ANT TV 0.20x0.80m (E)
1037.2
2.85
B
2.125
N.A.
N.A.
T5
T4
L102x102x8
81.0 m
T9
T8
TYPE
87.0 m
T3
T2
L102x102x6
93.0 m
39.0 m
3.859
33.0 m
1260.4
5@6
4.868
N.A.
1224.3
L51x51x6
27.0 m
N.A.
1577.7
15.0 m 1@3
7.895
1791.0
6.886
21.0 m
MAX. CORNER REACTIONS AT BASE: DOWN: 76454 kg UPLIFT: -78465 kg SHEAR: 18291 kg
12.0 m
AXIAL 25474 kg
5254.5
1 @ 12
L76x76x6
L102x102x6
N.A.
L102x102x10
T17
L152x152x13
8.4
A
T16
T15
L64x64x6
L76x76x6
T14
1692.0
5.877
T13
T12
L152x152x10
T11
1271.4
N.A.
45.0 m
MOMENT 1320015 kg-m
0.0 m
TORQUE 12225 kg-m REACTIONS - 120 kph WIND
Weight (kg)
# Panels @ (m)
Inner Bracing
Face Width (m)
Horizontals
Mid Girts
Top Girts
Diagonal Grade
Diagonals
Leg Grade
Legs
Section
12.05
22784.7
SHEAR 29682 kg
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 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 99.0000 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 1.4000 m at the top and 12.0500 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 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg A
14:22:15 09/10/13 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
Tower Elevation
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17
m 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
Assembly Database
Description
Section Width m 1.4000 1.4000 1.4000 1.4000 2.1250 2.8500 2.8500 2.8500 2.8500 2.8500 2.8500 3.8590 4.8680 5.8770 6.8860 7.8950 8.4000
Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 6.0000 6.0000 6.0000 3.0000 3.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 12.0000
RISATower I. P. DOLMEN S.A.
3 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17
m 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
m 2.0000 2.0000 2.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 12.0000
X Brace X Brace X Brace K Brace Up K Brace Down X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace K Brace Up K Brace Down
Has K Brace End Panels No No No No No No No No No No No No No No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No Yes Yes No No No No No No No No No No Yes Yes
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 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 99.0000-93.0000 T2 93.0000-87.0000 T3 87.0000-81.0000 T4 81.0000-78.0000 T5 78.0000-75.0000 T6 75.0000-69.0000 T7 69.0000-63.0000 T8 63.0000-57.0000 T9 57.0000-51.0000 T10 51.0000-45.0000 T11 45.0000-39.0000 T12 39.0000-33.0000 T13 33.0000-27.0000 T14 27.0000-21.0000 T15
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L76x76x6
Equal Angle
L38x38x5
Equal Angle
L102x102x6
Equal Angle
L38x38x5
Equal Angle
L102x102x8
Equal Angle
L38x38x5
Equal Angle
L102x102x8
Equal Angle
L51x51x5
Equal Angle
L102x102x8
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L127x127x10
Equal Angle
L51x51x5
Equal Angle
L152x152x10
Equal Angle
L51x51x5
Equal Angle
L152x152x10
Equal Angle
L51x51x5
Equal Angle
L152x152x10
Equal Angle
L51x51x6
Equal Angle
L152x152x10
Equal Angle
L51x51x6
Equal Angle
L152x152x10
Equal Angle
L51x51x6
Equal Angle
L152x152x10
Equal Angle
L64x64x6
Equal Angle
L152x152x10
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) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50
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) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m 21.0000-15.0000 T16 15.0000-12.0000 T17 12.0000-0.0000
Page
Job
4 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
14:22:15 09/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg Type
Leg Size
Equal Angle
L152x152x13
Equal Angle
L152x152x13
Leg Grade (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Diagonal Type
Diagonal Size
Equal Angle
L64x64x6
Equal Angle
L102x102x10
Designed by
Ing. C. Londoño M.
Diagonal Grade (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Top Girt Elevation Type m T1 Equal Angle 99.0000-93.0000 T2 Equal Angle 93.0000-87.0000 T3 Equal Angle 87.0000-81.0000 T4 Equal Angle 81.0000-78.0000 T6 Equal Angle 75.0000-69.0000 T7 Equal Angle 69.0000-63.0000 T8 Equal Angle 63.0000-57.0000 T9 Equal Angle 57.0000-51.0000 T10 Equal Angle 51.0000-45.0000 T11 Equal Angle 45.0000-39.0000 T14 Equal Angle 27.0000-21.0000 T15 Equal Angle 21.0000-15.0000 T16 Double Angle 15.0000-12.0000
Top Girt Size
Top Girt Grade
Bottom Girt Type
L51x51x5
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
L51x51x5 L51x51x5 L51x51x5 L64x64x5 L64x64x5 L64x64x5 L64x64x5 L64x64x5 L64x64x5 L76x76x6 L76x76x6 2L76x76x6x10
Bottom Girt Size
Bottom Girt Grade 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 Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle
Tower Section Geometry (cont’d) Tower Elevation
No. of Mid Girts 2
m T1 99.0000-93.0000 T2 2 93.0000-87.0000 T3 2 87.0000-81.0000 T4 None
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Equal Angle
L51x51x5
Equal Angle
Equal Angle
L51x51x5
Equal Angle
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36
Equal Angle
Horizontal Size
Horizontal Grade
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36
Equal Angle Equal Angle Equal Angle
Project
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 81.0000-78.0000 T5 None 78.0000-75.0000 T6 1 75.0000-69.0000 T7 1 69.0000-63.0000 T8 1 63.0000-57.0000 T9 1 57.0000-51.0000 T10 1 51.0000-45.0000 T16 None 15.0000-12.0000 T17 None 12.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
No. of Mid Girts
5 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Mid Girt Type
Mid Girt Size
Equal Angle Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle Equal Angle
Mid Girt Grade
(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)
Horizontal Type
Horizontal Size
Equal Angle
L64x64x5
Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round
8
Equal Angle
L102x102x6
Ing. C. Londoño M.
Horizontal Grade
(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
Secondary Horizontal Type
m T17 12.0000-0.0000
Solid Round
Secondary Horizontal Size
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa)
Equal Angle
L76x76x6
A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 99.0000-93.00 00 T2 93.0000-87.00 00 T3 87.0000-81.00 00 T4 81.0000-78.00 00 T5 78.0000-75.00 00 T6 75.0000-69.00
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
1
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
Page
Job
RISATower
6 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
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 T7 69.0000-63.00 00 T8 63.0000-57.00 00 T9 57.0000-51.00 00 T10 51.0000-45.00 00 T11 45.0000-39.00 00 T12 39.0000-33.00 00 T13 33.0000-27.00 00 T14 27.0000-21.00 00 T15 21.0000-15.00 00 T16 15.0000-12.00 00 T17 12.0000-0.000 0
m2
mm
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
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)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.45
1
1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 99.0000-93.00 00 T2 93.0000-87.00 00 T3 87.0000-81.00 00 T4 81.0000-78.00 00
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 0.5
K Brace Diags X Y 1 1
No
No
0.5
No
No
0.5
1 0.5
No
No
0.5
No
No
0.5
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 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 0.5
1 1
1 0.5
1 1
1 1
1 1
RISATower I. P. DOLMEN S.A.
Tower Elevation
Calc K Single Angles
Calc K Solid Rounds
7 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 0.5
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Inner Brace
X X X X X Y Y Y m Y Y T5 No No 0.5 1 1 1 1 1 78.0000-75.00 1 0.5 1 1 1 00 T6 No No 0.5 1 1 1 1 1 1 1 75.0000-69.00 0.5 1 1 0.5 1 1 1 00 T7 No No 0.5 1 1 1 1 1 1 1 69.0000-63.00 0.5 1 1 0.5 1 1 1 00 T8 No No 0.5 1 1 1 1 1 1 1 63.0000-57.00 0.5 1 1 0.5 1 1 1 00 T9 No No 0.5 1 1 1 1 1 1 1 57.0000-51.00 0.5 1 1 0.5 1 1 1 00 T10 No No 0.5 1 1 1 1 1 1 1 51.0000-45.00 0.5 1 1 0.5 1 1 1 00 T11 No No 0.25 0.5 1 1 1 1 1 1 45.0000-39.00 0.25 1 1 0.5 1 1 1 00 T12 No No 0.25 0.5 1 1 1 1 1 1 39.0000-33.00 0.25 1 1 0.5 1 1 1 00 T13 No No 0.25 0.5 1 1 1 1 1 1 33.0000-27.00 0.25 1 1 0.5 1 1 1 00 T14 No No 0.25 0.5 1 1 0.5 1 1 1 27.0000-21.00 0.25 1 1 0.25 1 1 1 00 T15 No No 0.25 0.5 1 1 0.5 1 1 1 21.0000-15.00 0.25 1 1 0.25 1 1 1 00 T16 No No 0.5 1 1 1 0.5 1 1 1 15.0000-12.00 1 0.25 1 0.25 1 1 1 00 T17 No No 0.125 1 0.25 1 0.5 0.5 1 0.5 12.0000-0.000 1 0.125 1 0.25 0.25 1 0.5 0 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.
Page
Job
RISATower
8 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 99.0000-93.00 00 T2 93.0000-87.00 00 T3 87.0000-81.00 00 T4 81.0000-78.00 00 T5 78.0000-75.00 00 T6 75.0000-69.00 00 T7 69.0000-63.00 00 T8 63.0000-57.00 00 T9 57.0000-51.00 00 T10 51.0000-45.00 00 T11 45.0000-39.00 00 T12 39.0000-33.00 00 T13 33.0000-27.00 00 T14 27.0000-21.00 00 T15 21.0000-15.00 00 T16 15.0000-12.00 00 T17 12.0000-0.000 0
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
1
0
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
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
Page
Job
RISATower
9 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
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 99.0000-93.00 00 T2 93.0000-87.00 00 T3 87.0000-81.00 00 T4 81.0000-78.00 00 T5 78.0000-75.00 00 T6 75.0000-69.00 00 T7 69.0000-63.00 00 T8 63.0000-57.00 00 T9 57.0000-51.00 00 T10 51.0000-45.00 00 T11 45.0000-39.00 00 T12 39.0000-33.00 00 T13 33.0000-27.00 00 T14 27.0000-21.00 00 T15 21.0000-15.00 00 T16 15.0000-12.00 00 T17 12.0000-0.000 0
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.
6
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.
1
16 A394T0
1
16 A394T0
16 A394T0
1
16 A394T0
1
8
16 A394T0
1
16 A394T0
16 A394T0
8
16 A394T0
1
Sleeve SS
16 A394T0
8
16 A394T0
Sleeve SS
19 A394T0
8
Sleeve SS
19 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
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
1
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
8
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
19 A394T0
8
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
8
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
8
16 A394T0
2
16 A394T0
1
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
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
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
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
12
16 A394T0
2
16 A394T0
0
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
0
16 A394T0
0
Sleeve SS
4
1
1
0
0
0
0
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
10 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT GRIP E)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 96.0000 - 0.0000
1
1
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
72.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
72.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
27.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
24.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
18.0000 - 0.0000
2
2
28
28
0.80
D
No
Ar (CfAe)
7.5000 - 0.0000
1
1
28
28
0.80
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Feed Line/Linear Appurtenances Section Areas Tower Section T1
Tower Elevation m 99.0000-93.0000
T2
93.0000-87.0000
T3
87.0000-81.0000
T4
81.0000-78.0000
T5
78.0000-75.0000
T6
75.0000-69.0000
T7
69.0000-63.0000
T8
63.0000-57.0000
T9
57.0000-51.0000
T10
51.0000-45.0000
T11
45.0000-39.0000
T12
39.0000-33.0000
T13
33.0000-27.0000
T14
27.0000-21.0000
Face
AR 2
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
11 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
m 0.000 0.000 0.000 0.177 0.000 0.000 0.000 0.707 0.000 0.000 0.000 1.179 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 1.503 0.000 0.000 0.000 1.753 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 2.022
AF 2
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 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 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 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 4.46 0.00 0.00 0.00 17.86 0.00 0.00 0.00 29.76 0.00 0.00 0.00 17.86 0.00 0.00 0.00 17.86 0.00 0.00 0.00 37.95 0.00 0.00 0.00 44.27 0.00 0.00 0.00 44.64 0.00 0.00 0.00 44.64 0.00 0.00 0.00 44.64 0.00 0.00 0.00 44.64 0.00 0.00 0.00 44.64 0.00 0.00 0.00 44.64 0.00 0.00 0.00 51.88
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T15
T16
15.0000-12.0000
T17
12.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Tower Elevation m 21.0000-15.0000
12 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Section
Page
Job
RISATower
14:22:15 09/10/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
A B C D A B C D A B C D
m2 0.000 0.000 0.000 2.275 0.000 0.000 0.000 1.222 0.000 0.000 0.000 5.100
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
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
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
Ing. C. Londoño M.
Weight kg 0.00 0.00 0.00 59.11 0.00 0.00 0.00 31.97 0.00 0.00 0.00 133.89
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
m 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 17 54 86 125 163 180 205 187 171 171 203 274 330 356 438 406 552
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 17 54 86 125 163 180 205 187 171 171 203 274 330 356 438 406 552
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 99.0000
Offset From Centroid m 0.0000
Azimuth Angle ° 0.0000 No Ice Service
Weight
kg 320.00 320.00
Fx
Fz
kg
Wind Force
kg 0.00 0.00
kg 0.00 0.00
0.00 0.00
CAAC m2 0.0000 0.0000
RISATower I. P. DOLMEN S.A.
13 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Discrete Tower Loads Description
Face or Leg
Offset Type
6 ANT TV 0.20x0.80m (E)
A
From Face
6 ANT TV 0.20x0.80m (E)
B
From Face
6 ANT TV 0.20x0.80m (E)
C
From Face
6 ANT TV 0.20x0.80m (E)
D
From Face
6 ANT TV 0.20x0.80m (E)
A
From Face
6 ANT TV 0.20x0.80m (E)
B
From Face
6 ANT TV 0.20x0.80m (E)
C
From Face
6 ANT TV 0.20x0.80m (E)
D
From Face
6 ANT TV 0.25x1.0m (E)
A
From Face
6 ANT TV 0.25x1.0m (E)
B
From Face
6 ANT TV 0.25x1.0m (E)
C
From Face
6 ANT TV 0.25x1.0m (E)
D
From Face
6 ANT TV 0.25x1.0m (E)
A
From Face
6 ANT TV 0.25x1.0m (E)
B
From Face
6 ANT TV 0.25x1.0m (E)
C
From Face
6 ANT TV 0.25x1.0m (E)
D
From Face
3 ANT TV 0.30x1.20m (E)
A
From Face
3 ANT TV 0.30x1.20m
B
From Face
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
RISATower
14 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Face or Leg
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Page
Job
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 3 ANT TV 0.30x1.20m (E)
C
From Face
3 ANT TV 0.30x1.20m (E)
D
From Face
3 ANT TV 0.30x1.20m (E)
A
From Face
3 ANT TV 0.30x1.20m (E)
B
From Face
3 ANT TV 0.30x1.20m (E)
C
From Face
3 ANT TV 0.30x1.20m (E)
D
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
Dishes Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) ANT GRIP 1.0x2.50m (1 ANT GRIP E)
B
Paraboloid w/o Radome
From Leg
D
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
D
Paraboloid w/o Radome
From Leg
C
Grid
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
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 27.0000
m 2.4384
No Ice
m2 4.6730
kg 113.85
Worst
24.0000
2.4384
No Ice
4.6730
113.85
Worst
18.0000
2.4384
No Ice
4.6730
113.85
Worst
18.0000
2.4384
No Ice
4.6730
113.85
Worst
7.5000
1.8000
No Ice
2.5447
45.00
Page
Job
RISATower
15 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice GH = 1.083 Section Elevation
z
KZ
qz
AG
1.905
kPa 1.30
m2 8.659
90.0000
1.87
1.27
8.737
T3 87.0000-81.00 00
84.0000
1.834
1.25
8.743
T4 81.0000-78.00 00
79.5000
1.805
1.23
5.460
T5 78.0000-75.00 00
76.5000
1.785
1.22
7.635
T6 75.0000-69.00 00
72.0000
1.755
1.20
17.445
T7 69.0000-63.00 00
66.0000
1.712
1.17
17.445
T8 63.0000-57.00 00
60.0000
1.666
1.14
17.523
T9 57.0000-51.00 00
54.0000
1.616
1.10
17.599
T10 51.0000-45.00 00
48.0000
1.563
1.07
17.599
T11 45.0000-39.00 00
42.0000
1.504
1.03
20.628
T12 39.0000-33.00 00
36.0000
1.44
0.98
26.682
T13 33.0000-27.00 00
30.0000
1.366
0.93
32.736
T14
24.0000
1.282
0.87
38.790
m
m 96.0000
T2 93.0000-87.00 00
T1 99.0000-93.00 00
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 1.808 1.808 1.808 1.808 2.131 2.131 2.131 2.131 2.128 2.128 2.128 2.128 1.077 1.077 1.077 1.077 1.182 1.182 1.182 1.182 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.944 2.944 2.944 2.944 3.268 3.268 3.268 3.268 3.264 3.264 3.264 3.264 3.218 3.218 3.218 3.218 3.085 3.085 3.085 3.085 3.166 3.166 3.166 3.166 4.039
m2 0.000 0.000 0.000 0.177 0.000 0.000 0.000 0.707 0.000 0.000 0.000 1.179 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 1.503 0.000 0.000 0.000 1.753 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000
m2 0.914
1.219
1.219
0.618
0.618
1.219
1.219
1.524
1.829
1.829
1.842
1.842
1.842
1.842
Leg %
50.57 50.57 50.57 46.06 57.20 57.20 57.20 42.95 57.29 57.29 57.29 36.87 57.41 57.41 57.41 34.66 52.32 52.32 52.32 32.73 46.59 46.59 46.59 29.59 46.59 46.59 46.59 27.90 51.76 51.76 51.76 32.34 55.96 55.96 55.96 36.32 56.03 56.03 56.03 36.34 57.23 57.23 57.23 36.94 59.69 59.69 59.69 37.95 58.17 58.17 58.17 37.33 45.60
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 27.0000-21.00 00
m
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
z
16 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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 21.0000-15.00 00
18.0000
1.181
0.80
44.844
T16 15.0000-12.00 00
13.5000
1.088
0.74
24.700
T17 12.0000-0.000 0
6.0000
1
0.68
123.738
F a c e B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 4.039 4.039 4.039 4.249 4.249 4.249 4.249 2.768 2.768 2.768 2.768 10.584 10.584 10.584 10.584
m2 0.000 0.000 2.022 0.000 0.000 0.000 2.275 0.000 0.000 0.000 1.222 0.000 0.000 0.000 5.100
m2
Leg %
45.60 45.60 30.39 43.35 43.35 43.35 28.23 33.27 33.27 33.27 23.08 35.35 35.35 35.35 23.85
1.842
0.921
3.741
14:22:15 09/10/13 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 = 1.083 Section Elevation
z
KZ
qz
AG
m 96.0000
1.905
kPa 0.32
m2 8.659
T2 93.0000-87.00 00
90.0000
1.87
0.32
8.737
T3 87.0000-81.00 00
84.0000
1.834
0.31
8.743
T4 81.0000-78.00 00
79.5000
1.805
0.31
5.460
T5 78.0000-75.00 00
76.5000
1.785
0.30
7.635
T6 75.0000-69.00 00
72.0000
1.755
0.30
17.445
T7 69.0000-63.00 00
66.0000
1.712
0.29
17.445
T8 63.0000-57.00 00
60.0000
1.666
0.28
17.523
m T1 99.0000-93.00 00
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 1.808 1.808 1.808 1.808 2.131 2.131 2.131 2.131 2.128 2.128 2.128 2.128 1.077 1.077 1.077 1.077 1.182 1.182 1.182 1.182 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.944 2.944 2.944 2.944
m2 0.000 0.000 0.000 0.177 0.000 0.000 0.000 0.707 0.000 0.000 0.000 1.179 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 1.503 0.000 0.000 0.000 1.753 0.000 0.000 0.000 1.768
m2 0.914
1.219
1.219
0.618
0.618
1.219
1.219
1.524
Leg %
50.57 50.57 50.57 46.06 57.20 57.20 57.20 42.95 57.29 57.29 57.29 36.87 57.41 57.41 57.41 34.66 52.32 52.32 52.32 32.73 46.59 46.59 46.59 29.59 46.59 46.59 46.59 27.90 51.76 51.76 51.76 32.34
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
m 54.0000
1.616
kPa 0.28
m2 17.599
T10 51.0000-45.00 00
48.0000
1.563
0.27
17.599
T11 45.0000-39.00 00
42.0000
1.504
0.26
20.628
T12 39.0000-33.00 00
36.0000
1.44
0.25
26.682
T13 33.0000-27.00 00
30.0000
1.366
0.23
32.736
T14 27.0000-21.00 00
24.0000
1.282
0.22
38.790
T15 21.0000-15.00 00
18.0000
1.181
0.20
44.844
T16 15.0000-12.00 00
13.5000
1.088
0.19
24.700
T17 12.0000-0.000 0
6.0000
1
0.17
123.738
T9 57.0000-51.00 00
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
z
17 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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
AF
AR
Aleg
Leg %
m2 3.268 3.268 3.268 3.268 3.264 3.264 3.264 3.264 3.218 3.218 3.218 3.218 3.085 3.085 3.085 3.085 3.166 3.166 3.166 3.166 4.039 4.039 4.039 4.039 4.249 4.249 4.249 4.249 2.768 2.768 2.768 2.768 10.584 10.584 10.584 10.584
m2 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 1.768 0.000 0.000 0.000 2.022 0.000 0.000 0.000 2.275 0.000 0.000 0.000 1.222 0.000 0.000 0.000 5.100
m2 1.829
1.829
1.842
1.842
1.842
1.842
1.842
0.921
3.741
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
55.96 55.96 55.96 36.32 56.03 56.03 56.03 36.34 57.23 57.23 57.23 36.94 59.69 59.69 59.69 37.95 58.17 58.17 58.17 37.33 45.60 45.60 45.60 30.39 43.35 43.35 43.35 28.23 33.27 33.27 33.27 23.08 35.35 35.35 35.35 23.85
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
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 99.0000-93.00 00
4.46
kg 588.45
T2 93.0000-87.00 00
17.86
679.60
T3 87.0000-81.00 00
29.76
763.46
T4 81.0000-78.00
17.86
387.12
F a c e A B C D A B C D A B C D A B
e
0.209 0.209 0.209 0.229 0.244 0.244 0.244 0.325 0.243 0.243 0.243 0.378 0.197 0.197
CF
RR
2.942 2.942 2.942 2.858 2.799 2.799 2.799 2.505 2.801 2.801 2.801 2.341 2.992 2.992
0.592 0.592 0.592 0.597 0.6 0.6 0.6 0.624 0.6 0.6 0.6 0.643 0.59 0.59
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
AE
F
w
Ctrl. Face
m2 1.808 1.808 1.808 1.914 2.131 2.131 2.131 2.573 2.128 2.128 2.128 2.886 1.077 1.077
kg 784.00
kglm 130.67
D
907.05
151.18
D
932.11
155.35
D
515.56
171.85
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T5 78.0000-75.00 00
17.86
425.33
T6 75.0000-69.00 00
37.95
1037.16
T7 69.0000-63.00 00
44.27
1037.16
T8 63.0000-57.00 00
44.64
1173.89
T9 57.0000-51.00 00
44.64
1310.62
T10 51.0000-45.00 00
44.64
1310.62
T11 45.0000-39.00 00
44.64
1271.41
T12 39.0000-33.00 00
44.64
1224.28
T13 33.0000-27.00 00
44.64
1260.39
T14 27.0000-21.00 00
51.88
1692.01
T15 21.0000-15.00 00
59.11
1791.05
T16 15.0000-12.00 00
31.97
1577.66
T17 12.0000-0.000 0
133.89
5254.48
Sum Weight:
714.74
22784.67
18 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:22:15 09/10/13
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
e
0.197 0.327 0.155 0.155 0.155 0.247 0.15 0.15 0.15 0.236 0.15 0.15 0.15 0.251 0.168 0.168 0.168 0.269 0.186 0.186 0.186 0.286 0.185 0.185 0.185 0.286 0.156 0.156 0.156 0.242 0.116 0.116 0.116 0.182 0.097 0.097 0.097 0.151 0.104 0.104 0.104 0.156 0.095 0.095 0.095 0.145 0.112 0.112 0.112 0.162 0.086 0.086 0.086 0.127
CF
RR
2.992 2.499 3.182 3.182 3.182 2.785 3.205 3.205 3.205 2.83 3.205 3.205 3.205 2.773 3.122 3.122 3.122 2.703 3.042 3.042 3.042 2.639 3.043 3.043 3.043 2.64 3.177 3.177 3.177 2.808 3.371 3.371 3.371 3.059 3.467 3.467 3.467 3.202 3.429 3.429 3.429 3.176 3.477 3.477 3.477 3.226 3.389 3.389 3.389 3.151 3.525 3.525 3.525 3.316
0.59 0.624 0.582 0.582 0.582 0.601 0.581 0.581 0.581 0.598 0.581 0.581 0.581 0.602 0.584 0.584 0.584 0.607 0.588 0.588 0.588 0.612 0.588 0.588 0.588 0.612 0.582 0.582 0.582 0.6 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.582 0.576 0.576 0.576 0.582 0.575 0.575 0.575 0.581 0.576 0.576 0.576 0.583 0.574 0.574 0.574 0.578
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 OTM
AE
F
w
m2 1.077 1.519 1.182 1.182 1.182 1.607 2.617 2.617 2.617 3.516 2.617 2.617 2.617 3.672 2.944 2.944 2.944 4.017 3.268 3.268 3.268 4.349 3.264 3.264 3.264 4.345 3.218 3.218 3.218 4.279 3.085 3.085 3.085 4.123 3.166 3.166 3.166 4.194 4.039 4.039 4.039 5.216 4.249 4.249 4.249 5.570 2.768 2.768 2.768 3.481 10.584 10.584 10.584 13.533 972348 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
601.38
200.46
D
1313.86
218.98
D
1311.65
218.61
D
1360.85
226.81
D
1396.14
232.69
D
1349.11
224.85
D
1359.76
226.63
D
1366.14
227.69
D
1380.72
230.12
D
1598.13
266.35
D
1596.88
266.15
D
897.79
299.26
D
3377.18
281.43
D
22048.29
RISATower I. P. DOLMEN S.A.
19 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:22:15 09/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 99.0000-93.00 00
4.46
kg 588.45
T2 93.0000-87.00 00
17.86
679.60
T3 87.0000-81.00 00
29.76
763.46
T4 81.0000-78.00 00
17.86
387.12
T5 78.0000-75.00 00
17.86
425.33
T6 75.0000-69.00 00
37.95
1037.16
T7 69.0000-63.00 00
44.27
1037.16
T8 63.0000-57.00 00
44.64
1173.89
T9 57.0000-51.00 00
44.64
1310.62
T10 51.0000-45.00 00
44.64
1310.62
T11 45.0000-39.00 00
44.64
1271.41
T12 39.0000-33.00 00
44.64
1224.28
T13 33.0000-27.00 00
44.64
1260.39
T14 27.0000-21.00 00
51.88
1692.01
T15
59.11
1791.05
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
e
0.209 0.209 0.209 0.229 0.244 0.244 0.244 0.325 0.243 0.243 0.243 0.378 0.197 0.197 0.197 0.327 0.155 0.155 0.155 0.247 0.15 0.15 0.15 0.236 0.15 0.15 0.15 0.251 0.168 0.168 0.168 0.269 0.186 0.186 0.186 0.286 0.185 0.185 0.185 0.286 0.156 0.156 0.156 0.242 0.116 0.116 0.116 0.182 0.097 0.097 0.097 0.151 0.104 0.104 0.104 0.156 0.095
CF
RR
DF
DR
2.942 2.942 2.942 2.858 2.799 2.799 2.799 2.505 2.801 2.801 2.801 2.341 2.992 2.992 2.992 2.499 3.182 3.182 3.182 2.785 3.205 3.205 3.205 2.83 3.205 3.205 3.205 2.773 3.122 3.122 3.122 2.703 3.042 3.042 3.042 2.639 3.043 3.043 3.043 2.64 3.177 3.177 3.177 2.808 3.371 3.371 3.371 3.059 3.467 3.467 3.467 3.202 3.429 3.429 3.429 3.176 3.477
0.592 0.592 0.592 0.597 0.6 0.6 0.6 0.624 0.6 0.6 0.6 0.643 0.59 0.59 0.59 0.624 0.582 0.582 0.582 0.601 0.581 0.581 0.581 0.598 0.581 0.581 0.581 0.602 0.584 0.584 0.584 0.607 0.588 0.588 0.588 0.612 0.588 0.588 0.588 0.612 0.582 0.582 0.582 0.6 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.582 0.576 0.576 0.576 0.582 0.575
1.157 1.157 1.157 1.172 1.183 1.183 1.183 1.2 1.183 1.183 1.183 1.2 1.148 1.148 1.148 1.2 1.116 1.116 1.116 1.186 1.113 1.113 1.113 1.177 1.113 1.113 1.113 1.188 1.126 1.126 1.126 1.2 1.139 1.139 1.139 1.2 1.139 1.139 1.139 1.2 1.117 1.117 1.117 1.181 1.087 1.087 1.087 1.136 1.073 1.073 1.073 1.113 1.078 1.078 1.078 1.117 1.071
1.157 1.157 1.157 1.172 1.183 1.183 1.183 1.2 1.183 1.183 1.183 1.2 1.148 1.148 1.148 1.2 1.116 1.116 1.116 1.186 1.113 1.113 1.113 1.177 1.113 1.113 1.113 1.188 1.126 1.126 1.126 1.2 1.139 1.139 1.139 1.2 1.139 1.139 1.139 1.2 1.117 1.117 1.117 1.181 1.087 1.087 1.087 1.136 1.073 1.073 1.073 1.113 1.078 1.078 1.078 1.117 1.071
AE
F
w
Ctrl. Face
m2 2.091 2.091 2.091 2.243 2.521 2.521 2.521 3.087 2.517 2.517 2.517 3.463 1.237 1.237 1.237 1.822 1.319 1.319 1.319 1.906 2.911 2.911 2.911 4.139 2.911 2.911 2.911 4.362 3.315 3.315 3.315 4.821 3.723 3.723 3.723 5.219 3.718 3.718 3.718 5.214 3.595 3.595 3.595 5.054 3.353 3.353 3.353 4.685 3.396 3.396 3.396 4.668 4.354 4.354 4.354 5.827 4.551
kg 918.79
kglm 153.13
D
1088.46
181.41
D
1118.53
186.42
D
618.67
206.22
D
712.98
237.66
D
1546.56
257.76
D
1558.09
259.68
D
1633.02
272.17
D
1675.37
279.23
D
1618.94
269.82
D
1606.26
267.71
D
1552.49
258.75
D
1536.80
256.13
D
1785.39
297.57
D
1771.12
295.19
D
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
20 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation
Add Weight
Self Weight
m 21.0000-15.00 00
kg
kg
T16 15.0000-12.00 00
31.97
1577.66
T17 12.0000-0.000 0
133.89
5254.48
Sum Weight:
714.74
22784.67
14:22:15 09/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e B C D A B C D A B C D
e
0.095 0.095 0.145 0.112 0.112 0.112 0.162 0.086 0.086 0.086 0.127
CF
RR
DF
DR
AE
3.477 3.477 3.226 3.389 3.389 3.389 3.151 3.525 3.525 3.525 3.316
0.575 0.575 0.581 0.576 0.576 0.576 0.583 0.574 0.574 0.574 0.578
1.071 1.071 1.109 1.084 1.084 1.084 1.121 1.064 1.064 1.064 1.095
1.071 1.071 1.109 1.084 1.084 1.084 1.121 1.064 1.064 1.064 1.095 OTM
m2 4.551 4.551 6.178 3.001 3.001 3.001 3.903 11.263 11.263 11.263 14.820 1144159 kg-m
Designed by
Ing. C. Londoño M.
F
w
Ctrl. Face
kg
kglm
1006.57
335.52
D
3698.25
308.19
D
25446.27
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 99.0000-93.00 00
4.46
kg 588.45
T2 93.0000-87.00 00
17.86
679.60
T3 87.0000-81.00 00
29.76
763.46
T4 81.0000-78.00 00
17.86
387.12
T5 78.0000-75.00 00
17.86
425.33
T6 75.0000-69.00 00
37.95
1037.16
T7 69.0000-63.00 00
44.27
1037.16
T8 63.0000-57.00 00
44.64
1173.89
T9 57.0000-51.00 00
44.64
1310.62
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
e
0.209 0.209 0.209 0.229 0.244 0.244 0.244 0.325 0.243 0.243 0.243 0.378 0.197 0.197 0.197 0.327 0.155 0.155 0.155 0.247 0.15 0.15 0.15 0.236 0.15 0.15 0.15 0.251 0.168 0.168 0.168 0.269 0.186 0.186 0.186 0.286
CF
RR
2.942 2.942 2.942 2.858 2.799 2.799 2.799 2.505 2.801 2.801 2.801 2.341 2.992 2.992 2.992 2.499 3.182 3.182 3.182 2.785 3.205 3.205 3.205 2.83 3.205 3.205 3.205 2.773 3.122 3.122 3.122 2.703 3.042 3.042 3.042 2.639
0.592 0.592 0.592 0.597 0.6 0.6 0.6 0.624 0.6 0.6 0.6 0.643 0.59 0.59 0.59 0.624 0.582 0.582 0.582 0.601 0.581 0.581 0.581 0.598 0.581 0.581 0.581 0.602 0.584 0.584 0.584 0.607 0.588 0.588 0.588 0.612
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
AE
F
w
Ctrl. Face
m2 1.808 1.808 1.808 1.914 2.131 2.131 2.131 2.573 2.128 2.128 2.128 2.886 1.077 1.077 1.077 1.519 1.182 1.182 1.182 1.607 2.617 2.617 2.617 3.516 2.617 2.617 2.617 3.672 2.944 2.944 2.944 4.017 3.268 3.268 3.268 4.349
kg 196.00
kglm 32.67
D
226.76
37.79
D
233.03
38.84
D
128.89
42.96
D
150.34
50.11
D
328.46
54.74
D
327.91
54.65
D
340.21
56.70
D
349.03
58.17
D
Project
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Self Weight
kg 44.64
kg 1310.62
T11 45.0000-39.00 00
44.64
1271.41
T12 39.0000-33.00 00
44.64
1224.28
T13 33.0000-27.00 00
44.64
1260.39
T14 27.0000-21.00 00
51.88
1692.01
T15 21.0000-15.00 00
59.11
1791.05
T16 15.0000-12.00 00
31.97
1577.66
T17 12.0000-0.000 0
133.89
5254.48
Sum Weight:
714.74
22784.67
T10 51.0000-45.00 00
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Add Weight
21 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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
0.185 0.185 0.185 0.286 0.156 0.156 0.156 0.242 0.116 0.116 0.116 0.182 0.097 0.097 0.097 0.151 0.104 0.104 0.104 0.156 0.095 0.095 0.095 0.145 0.112 0.112 0.112 0.162 0.086 0.086 0.086 0.127
CF
RR
3.043 3.043 3.043 2.64 3.177 3.177 3.177 2.808 3.371 3.371 3.371 3.059 3.467 3.467 3.467 3.202 3.429 3.429 3.429 3.176 3.477 3.477 3.477 3.226 3.389 3.389 3.389 3.151 3.525 3.525 3.525 3.316
0.588 0.588 0.588 0.612 0.582 0.582 0.582 0.6 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.582 0.576 0.576 0.576 0.582 0.575 0.575 0.575 0.581 0.576 0.576 0.576 0.583 0.574 0.574 0.574 0.578
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 3.264 3.264 3.264 4.345 3.218 3.218 3.218 4.279 3.085 3.085 3.085 4.123 3.166 3.166 3.166 4.194 4.039 4.039 4.039 5.216 4.249 4.249 4.249 5.570 2.768 2.768 2.768 3.481 10.584 10.584 10.584 13.533 243087 kg-m
kg 337.28
kglm 56.21
D
339.94
56.66
D
341.53
56.92
D
345.18
57.53
D
399.53
66.59
D
399.22
66.54
D
224.45
74.82
D
844.30
70.36
D
5512.07
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 99.0000-93.00 00
4.46
kg 588.45
T2 93.0000-87.00 00
17.86
679.60
T3 87.0000-81.00 00
29.76
763.46
T4 81.0000-78.00 00
17.86
387.12
F a c e A B C D A B C D A B C D A B C
e
0.209 0.209 0.209 0.229 0.244 0.244 0.244 0.325 0.243 0.243 0.243 0.378 0.197 0.197 0.197
CF
RR
DF
DR
2.942 2.942 2.942 2.858 2.799 2.799 2.799 2.505 2.801 2.801 2.801 2.341 2.992 2.992 2.992
0.592 0.592 0.592 0.597 0.6 0.6 0.6 0.624 0.6 0.6 0.6 0.643 0.59 0.59 0.59
1.157 1.157 1.157 1.172 1.183 1.183 1.183 1.2 1.183 1.183 1.183 1.2 1.148 1.148 1.148
1.157 1.157 1.157 1.172 1.183 1.183 1.183 1.2 1.183 1.183 1.183 1.2 1.148 1.148 1.148
AE
F
w
Ctrl. Face
m2 2.091 2.091 2.091 2.243 2.521 2.521 2.521 3.087 2.517 2.517 2.517 3.463 1.237 1.237 1.237
kg 229.70
kglm 38.28
D
272.12
45.35
D
279.63
46.61
D
154.67
51.56
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T5 78.0000-75.00 00
17.86
425.33
T6 75.0000-69.00 00
37.95
1037.16
T7 69.0000-63.00 00
44.27
1037.16
T8 63.0000-57.00 00
44.64
1173.89
T9 57.0000-51.00 00
44.64
1310.62
T10 51.0000-45.00 00
44.64
1310.62
T11 45.0000-39.00 00
44.64
1271.41
T12 39.0000-33.00 00
44.64
1224.28
T13 33.0000-27.00 00
44.64
1260.39
T14 27.0000-21.00 00
51.88
1692.01
T15 21.0000-15.00 00
59.11
1791.05
T16 15.0000-12.00 00
31.97
1577.66
T17 12.0000-0.000 0
133.89
5254.48
Sum Weight:
714.74
22784.67
22 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:22:15 09/10/13
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
0.327 0.155 0.155 0.155 0.247 0.15 0.15 0.15 0.236 0.15 0.15 0.15 0.251 0.168 0.168 0.168 0.269 0.186 0.186 0.186 0.286 0.185 0.185 0.185 0.286 0.156 0.156 0.156 0.242 0.116 0.116 0.116 0.182 0.097 0.097 0.097 0.151 0.104 0.104 0.104 0.156 0.095 0.095 0.095 0.145 0.112 0.112 0.112 0.162 0.086 0.086 0.086 0.127
CF
RR
DF
DR
2.499 3.182 3.182 3.182 2.785 3.205 3.205 3.205 2.83 3.205 3.205 3.205 2.773 3.122 3.122 3.122 2.703 3.042 3.042 3.042 2.639 3.043 3.043 3.043 2.64 3.177 3.177 3.177 2.808 3.371 3.371 3.371 3.059 3.467 3.467 3.467 3.202 3.429 3.429 3.429 3.176 3.477 3.477 3.477 3.226 3.389 3.389 3.389 3.151 3.525 3.525 3.525 3.316
0.624 0.582 0.582 0.582 0.601 0.581 0.581 0.581 0.598 0.581 0.581 0.581 0.602 0.584 0.584 0.584 0.607 0.588 0.588 0.588 0.612 0.588 0.588 0.588 0.612 0.582 0.582 0.582 0.6 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.582 0.576 0.576 0.576 0.582 0.575 0.575 0.575 0.581 0.576 0.576 0.576 0.583 0.574 0.574 0.574 0.578
1.2 1.116 1.116 1.116 1.186 1.113 1.113 1.113 1.177 1.113 1.113 1.113 1.188 1.126 1.126 1.126 1.2 1.139 1.139 1.139 1.2 1.139 1.139 1.139 1.2 1.117 1.117 1.117 1.181 1.087 1.087 1.087 1.136 1.073 1.073 1.073 1.113 1.078 1.078 1.078 1.117 1.071 1.071 1.071 1.109 1.084 1.084 1.084 1.121 1.064 1.064 1.064 1.095
1.2 1.116 1.116 1.116 1.186 1.113 1.113 1.113 1.177 1.113 1.113 1.113 1.188 1.126 1.126 1.126 1.2 1.139 1.139 1.139 1.2 1.139 1.139 1.139 1.2 1.117 1.117 1.117 1.181 1.087 1.087 1.087 1.136 1.073 1.073 1.073 1.113 1.078 1.078 1.078 1.117 1.071 1.071 1.071 1.109 1.084 1.084 1.084 1.121 1.064 1.064 1.064 1.095 OTM
AE
F
w
m2 1.822 1.319 1.319 1.319 1.906 2.911 2.911 2.911 4.139 2.911 2.911 2.911 4.362 3.315 3.315 3.315 4.821 3.723 3.723 3.723 5.219 3.718 3.718 3.718 5.214 3.595 3.595 3.595 5.054 3.353 3.353 3.353 4.685 3.396 3.396 3.396 4.668 4.354 4.354 4.354 5.827 4.551 4.551 4.551 6.178 3.001 3.001 3.001 3.903 11.263 11.263 11.263 14.820 286040 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
178.25
59.42
D
386.64
64.44
D
389.52
64.92
D
408.25
68.04
D
418.84
69.81
D
404.73
67.46
D
401.56
66.93
D
388.12
64.69
D
384.20
64.03
D
446.35
74.39
D
442.78
73.80
D
251.64
83.88
D
924.56
77.05
D
6361.57
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
23 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Mast Vectors - No Ice Section No. T1
Section Elevation m 99.0000-93.0000
T2
93.0000-87.0000
T3
87.0000-81.0000
T4
81.0000-78.0000
T5
78.0000-75.0000
T6
75.0000-69.0000
T7
69.0000-63.0000
T8
63.0000-57.0000
T9
57.0000-51.0000
T10
51.0000-45.0000
T11
45.0000-39.0000
T12
39.0000-33.0000
T13
33.0000-27.0000
T14
27.0000-21.0000
T15
21.0000-15.0000
T16
15.0000-12.0000
T17
12.0000-0.0000
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 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 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 kg 784.00 918.79 784.00 907.05 1088.46 907.05 932.11 1118.53 932.11 515.56 618.67 515.56 601.38 712.98 601.38 1313.86 1546.56 1313.86 1311.65 1558.09 1311.65 1360.85 1633.02 1360.85 1396.14 1675.37 1396.14 1349.11 1618.94 1349.11 1359.76 1606.26 1359.76 1366.14 1552.49 1366.14 1380.72 1536.80 1380.72 1598.13 1785.39 1598.13 1596.88 1771.12 1596.88 897.79 1006.57 897.79 3377.18 3698.25 3377.18
Vx kg 0.00 649.68 784.00 0.00 769.66 907.05 0.00 790.92 932.11 0.00 437.47 515.56 0.00 504.15 601.38 0.00 1093.58 1313.86 0.00 1101.74 1311.65 0.00 1154.72 1360.85 0.00 1184.66 1396.14 0.00 1144.76 1349.11 0.00 1135.80 1359.76 0.00 1097.78 1366.14 0.00 1086.68 1380.72 0.00 1262.46 1598.13 0.00 1252.37 1596.88 0.00 711.75 897.79 0.00 2615.05 3377.18
Vz kg -784.00 -649.68 0.00 -907.05 -769.66 0.00 -932.11 -790.92 0.00 -515.56 -437.47 0.00 -601.38 -504.15 0.00 -1313.86 -1093.58 0.00 -1311.65 -1101.74 0.00 -1360.85 -1154.72 0.00 -1396.14 -1184.66 0.00 -1349.11 -1144.76 0.00 -1359.76 -1135.80 0.00 -1366.14 -1097.78 0.00 -1380.72 -1086.68 0.00 -1598.13 -1262.46 0.00 -1596.88 -1252.37 0.00 -897.79 -711.75 0.00 -3377.18 -2615.05 0.00
OTMx
OTMz
Torque
kg-m -75261 -62366 3 -81622 -69257 13 -78276 -66416 21 -40971 -34763 16 -45983 -38545 22 -94543 -78684 54 -86506 -72651 63 -81587 -69219 64 -75327 -63908 64 -64693 -54885 64 -57035 -47628 75 -49083 -39422 98 -41301 -32480 120 -38189 -30133 166 -28524 -22323 220 -11990 -9478 131 -19575 -15002 688
kg-m
kg-m
0 -62369 -75264 0 -69269 -81635 0 -66437 -78297 0 -34779 -40987 0 -38568 -46005 0 -78738 -94598 0 -72715 -86569 0 -69283 -81651 0 -63972 -75391 0 -54949 -64757 0 -47703 -57110 0 -39520 -49181 0 -32600 -41422 0 -30299 -38355 0 -22543 -28744 0 -9609 -12120 0 -15690 -20263
0 11 13 0 42 49 0 68 80 0 55 65 0 82 98 0 197 236 0 226 270 0 216 254 0 202 238 0 196 230 0 231 277 0 301 375 0 359 456 0 450 570 0 549 700 0 289 364 0 1444 1865
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
24 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 17993.23 22048.29
Vz kg -22048.29 -17993.23 0.00
OTMx
OTMz
Torque
kg-m -970466 -807160 1882
kg-m
kg-m
0 -809042 -972348
0 4917 6140
Mast Vectors - Service Section No. T1
Section Elevation m 99.0000-93.0000
T2
93.0000-87.0000
T3
87.0000-81.0000
T4
81.0000-78.0000
T5
78.0000-75.0000
T6
75.0000-69.0000
T7
69.0000-63.0000
T8
63.0000-57.0000
T9
57.0000-51.0000
T10
51.0000-45.0000
T11
45.0000-39.0000
T12
39.0000-33.0000
T13
33.0000-27.0000
T14
27.0000-21.0000
T15
21.0000-15.0000
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
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 Wind Normal
F
Vx
Vz
OTMx
OTMz
Torque
kg 196.00 229.70 196.00 226.76 272.12 226.76 233.03 279.63 233.03 128.89 154.67 128.89 150.34 178.25 150.34 328.46 386.64 328.46 327.91 389.52 327.91 340.21 408.25 340.21 349.03 418.84 349.03 337.28 404.73 337.28 339.94 401.56 339.94 341.53 388.12 341.53 345.18 384.20 345.18 399.53 446.35 399.53 399.22
kg
kg -196.00 -162.42 0.00 -226.76 -192.41 0.00 -233.03 -197.73 0.00 -128.89 -109.37 0.00 -150.34 -126.04 0.00 -328.46 -273.40 0.00 -327.91 -275.43 0.00 -340.21 -288.68 0.00 -349.03 -296.17 0.00 -337.28 -286.19 0.00 -339.94 -283.95 0.00 -341.53 -274.44 0.00 -345.18 -271.67 0.00 -399.53 -315.62 0.00 -399.22
kg-m -18813 -15589 3 -20396 -17305 13 -19553 -16588 21 -10231 -8679 16 -11479 -9620 22 -23595 -19630 54 -21579 -18115 63 -20349 -17257 64 -18784 -15929 64 -16125 -13673 64 -14202 -11851 75 -12197 -9782 98 -10235 -8030 120 -9423 -7409 166 -6966
kg-m
kg-m
0.00 162.42 196.00 0.00 192.41 226.76 0.00 197.73 233.03 0.00 109.37 128.89 0.00 126.04 150.34 0.00 273.40 328.46 0.00 275.43 327.91 0.00 288.68 340.21 0.00 296.17 349.03 0.00 286.19 337.28 0.00 283.95 339.94 0.00 274.44 341.53 0.00 271.67 345.18 0.00 315.62 399.53 0.00
0 -15592 -18816 0 -17317 -20409 0 -16609 -19574 0 -8695 -10247 0 -9642 -11501 0 -19684 -23649 0 -18179 -21642 0 -17321 -20413 0 -15993 -18848 0 -13737 -16189 0 -11926 -14277 0 -9880 -12295 0 -8150 -10355 0 -7575 -9589 0
0 3 3 0 10 12 0 17 20 0 14 16 0 21 24 0 49 59 0 57 67 0 54 64 0 51 60 0 49 58 0 58 69 0 75 94 0 90 114 0 112 142 0
Project
15.0000-12.0000
T17
12.0000-0.0000
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T16
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Section Elevation m
25 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 45 90 0 45 90 0 45 90
Directionality
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 442.78 399.22 224.45 251.64 224.45 844.30 924.56 844.30
kg 313.09 399.22 0.00 177.94 224.45 0.00 653.76 844.30
kg -313.09 0.00 -224.45 -177.94 0.00 -844.30 -653.76 0.00
kg-m -5416 220 -2900 -2272 131 -4378 -3235 688
kg-m -5636 -7186 0 -2402 -3030 0 -3923 -5066
Designed by
Ing. C. Londoño M.
Torque kg-m
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -5512.07 -4498.31 0.00
kg-m -241205 -200379 1882
kg-m
kg-m
0.00 4498.31 5512.07
0 -202261 -243087
0 1229 1535
Discrete Appurtenance Pressures - No Ice Description
6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 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 Sum Weight:
Weight kg 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 1152.00
Offsetx
Offsetz
m -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -2.0250 0.0000 2.0250 0.0000 -2.0250 0.0000 2.0250 0.0000
m 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -1.4250 0.0000 1.4250 0.0000 -1.4250 0.0000 1.4250
z m 96.0000 96.0000 96.0000 96.0000 92.0000 92.0000 92.0000 92.0000 88.0000 88.0000 88.0000 88.0000 83.0000 83.0000 83.0000 83.0000 72.0000 72.0000 72.0000 72.0000 68.5000 68.5000 68.5000 68.5000
Kz 1.905 1.905 1.905 1.905 1.882 1.882 1.882 1.882 1.858 1.858 1.858 1.858 1.828 1.828 1.828 1.828 1.755 1.755 1.755 1.755 1.730 1.730 1.730 1.730
qz kPa 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 1.20 1.20 1.20 1.20 1.18 1.18 1.18 1.18
GH = 1.083
CAAC Front m2 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500
CAAC Side m2 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200
137 175 0 72 91 0 361 466
Page
Job
RISATower
26 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice 6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.82 86.01
Vz
kg 21.50 15.21 0.00
OTMx
kg 0.00 60.82 86.01
OTMz
kg-m -21.50 -15.21 0.00
Torque
kg-m -2064 -1460 0
kg-m 62 -5776 -8195
-28 -20 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 86.01 60.82 0.00
Vz
kg 0.00 15.21 21.50
OTMx
kg 0.00 15.21 21.50
OTMz
kg-m -86.01 -60.82 0.00
Torque
kg-m -8291 -5872 -34
kg-m 0 -1460 -2064
0 -11 -15
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.82 86.01
Vz
kg 21.50 15.21 0.00
OTMx
kg 0.00 60.82 86.01
OTMz
kg-m -21.50 -15.21 0.00
Torque
kg-m -2064 -1460 0
kg-m -62 -5901 -8320
28 20 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 86.01 60.82 0.00
Vz
kg 0.00 15.21 21.50
OTMx
kg 0.00 15.21 21.50
OTMz
kg-m -86.01 -60.82 0.00
Torque
kg-m -8224 -5805 34
kg-m 0 -1460 -2064
0 11 15
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.09 84.97
Vz
kg 21.24 15.02 0.00
OTMx
kg 0.00 60.09 84.97
OTMz
kg-m -21.24 -15.02 0.00
Torque
kg-m -1954 -1382 0
kg-m 62 -5465 -7755
-28 -20 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 84.97 60.09 0.00
Vz
kg 0.00 15.02 21.24
OTMx
kg 0.00 15.02 21.24
OTMz
kg-m -84.97 -60.09 0.00
Torque
kg-m -7851 -5561 -34
kg-m 0 -1382 -1954
0 -11 -15
Page
Job
RISATower
27 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.09 84.97
Vz
kg 21.24 15.02 0.00
OTMx
kg 0.00 60.09 84.97
OTMz
kg-m -21.24 -15.02 0.00
Torque
kg-m -1954 -1382 0
kg-m -62 -5590 -7880
28 20 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 84.97 60.09 0.00
Vz
kg 0.00 15.02 21.24
OTMx
kg 0.00 15.02 21.24
OTMz
kg-m -84.97 -60.09 0.00
Torque
kg-m -7784 -5494 34
kg-m 0 -1382 -1954
0 11 15
6 ANT TV 0.25x1.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 71.19 100.68
Vz
kg 25.17 17.80 0.00
OTMx
kg 0.00 71.19 100.68
OTMz
kg-m -25.17 -17.80 0.00
Torque
kg-m -2215 -1566 0
kg-m 78 -6187 -8782
-33 -23 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 100.68 71.19 0.00
kg 0.00 17.80 25.17
0.00 17.80 25.17
Vz
OTMx
kg -100.68 -71.19 0.00
kg-m
OTMz
Torque
kg-m -8902 -6307 -42
kg-m 0 -1566 -2215
0 -12 -18
6 ANT TV 0.25x1.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 71.19 100.68
Vz
kg 25.17 17.80 0.00
OTMx
kg 0.00 71.19 100.68
OTMz
kg-m -25.17 -17.80 0.00
Torque
kg-m -2215 -1566 0
kg-m -78 -6343 -8938
33 23 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 100.68 71.19 0.00
kg 0.00 17.80 25.17
0.00 17.80 25.17
Vz
OTMx
kg -100.68 -71.19 0.00
kg-m
OTMz
Torque
kg-m -8818 -6223 42
kg-m 0 -1566 -2215
0 12 18
Page
Job
RISATower
28 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 83 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 70.01 99.01
Vz
kg 24.75 17.50 0.00
OTMx
kg 0.00 70.01 99.01
OTMz
kg-m -24.75 -17.50 0.00
Torque
kg-m -2055 -1453 0
kg-m 78 -5733 -8140
-32 -23 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 99.01 70.01 0.00
Vz
kg 0.00 17.50 24.75
OTMx
kg 0.00 17.50 24.75
OTMz
kg-m -99.01 -70.01 0.00
Torque
kg-m -8260 -5853 -42
kg-m 0 -1453 -2055
0 -12 -17
6 ANT TV 0.25x1.0m - Elevation 83 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 70.01 99.01
Vz
kg 24.75 17.50 0.00
OTMx
kg 0.00 70.01 99.01
OTMz
kg-m -24.75 -17.50 0.00
Torque
kg-m -2055 -1453 0
kg-m -78 -5889 -8296
32 23 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 99.01 70.01 0.00
Vz
kg 0.00 17.50 24.75
OTMx
kg 0.00 17.50 24.75
OTMz
kg-m -99.01 -70.01 0.00
Torque
kg-m -8176 -5769 42
kg-m 0 -1453 -2055
0 12 17
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 42.02 59.42
Vz
kg 15.85 11.20 0.00
OTMx
kg 0.00 42.02 59.42
OTMz
kg-m -15.85 -11.20 0.00
Torque
kg-m -1141 -807 0
kg-m 73 -2952 -4205
-32 -23 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 59.42 42.02 0.00
Vz
kg 0.00 11.20 15.85
OTMx
kg 0.00 11.20 15.85
OTMz
kg-m -59.42 -42.02 0.00
Torque
kg-m -4329 -3076 -51
kg-m 0 -807 -1141
0 -16 -23
Page
Job
RISATower
29 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 42.02 59.42
Vz
kg 15.85 11.20 0.00
OTMx
kg 0.00 42.02 59.42
OTMz
kg-m -15.85 -11.20 0.00
Torque
kg-m -1141 -807 0
kg-m -73 -3098 -4351
32 23 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 59.42 42.02 0.00
Vz
kg 0.00 11.20 15.85
OTMx
kg 0.00 11.20 15.85
OTMz
kg-m -59.42 -42.02 0.00
Torque
kg-m -4227 -2974 51
kg-m 0 -807 -1141
0 16 23
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.42 58.58
Vz
kg 15.62 11.05 0.00
OTMx
kg 0.00 41.42 58.58
OTMz
kg-m -15.62 -11.05 0.00
Torque
kg-m -1070 -757 0
kg-m 73 -2764 -3940
-32 -22 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 58.58 41.42 0.00
Vz
kg 0.00 11.05 15.62
OTMx
kg 0.00 11.05 15.62
OTMz
kg-m -58.58 -41.42 0.00
Torque
kg-m -4064 -2889 -51
kg-m 0 -757 -1070
0 -16 -22
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.42 58.58
Vz
kg 15.62 11.05 0.00
OTMx
kg 0.00 41.42 58.58
OTMz
kg-m -15.62 -11.05 0.00
Torque
kg-m -1070 -757 0
kg-m -73 -2910 -4086
32 22 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 58.58 41.42 0.00
Vz
kg 0.00 11.05 15.62
OTMx
kg 0.00 11.05 15.62
OTMz
kg-m -58.58 -41.42 0.00
Torque
kg-m -3961 -2786 51
kg-m 0 -757 -1070
0 16 22
Page
Job
RISATower
30 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1225.63 -866.65 0.00
kg-m -103885 -73458 0
kg-m
kg-m
0.00 866.65 1225.63
0 -73458 -103885
0 0 0
Discrete Appurtenance Pressures - Service Description
6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 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 Sum Weight:
Weight kg 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 1152.00
Offsetx
Offsetz
z
m -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -2.0250 0.0000 2.0250 0.0000 -2.0250 0.0000 2.0250 0.0000
m 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -1.4250 0.0000 1.4250 0.0000 -1.4250 0.0000 1.4250
m 96.0000 96.0000 96.0000 96.0000 92.0000 92.0000 92.0000 92.0000 88.0000 88.0000 88.0000 88.0000 83.0000 83.0000 83.0000 83.0000 72.0000 72.0000 72.0000 72.0000 68.5000 68.5000 68.5000 68.5000
Kz
qz
1.905 1.905 1.905 1.905 1.882 1.882 1.882 1.882 1.858 1.858 1.858 1.858 1.828 1.828 1.828 1.828 1.755 1.755 1.755 1.755 1.730 1.730 1.730 1.730
kPa 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29
GH = 1.083
CAAC Front m2 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500
CAAC Side m2 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200
Discrete Appurtenance Vectors - Service 6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 15.21 21.50
Vz
kg 5.38 3.80 0.00
OTMx
kg 0.00 15.21 21.50
OTMz
kg-m -5.38 -3.80 0.00
Torque
kg-m -516 -365 0
kg-m 62 -1397 -2002
-7 -5 0
Page
Job
RISATower
31 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.50 15.21 0.00
Vz
kg 0.00 3.80 5.38
OTMx
kg 0.00 3.80 5.38
OTMz
kg-m -21.50 -15.21 0.00
Torque
kg-m -2098 -1493 -34
kg-m 0 -365 -516
0 -3 -4
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.21 21.50
Vz
kg 5.38 3.80 0.00
OTMx
kg 0.00 15.21 21.50
OTMz
kg-m -5.38 -3.80 0.00
Torque
kg-m -516 -365 0
kg-m -62 -1522 -2127
7 5 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.50 15.21 0.00
Vz
kg 0.00 3.80 5.38
OTMx
kg 0.00 3.80 5.38
OTMz
kg-m -21.50 -15.21 0.00
Torque
kg-m -2031 -1426 34
kg-m 0 -365 -516
0 3 4
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.02 21.24
Vz
kg 5.31 3.76 0.00
OTMx
kg 0.00 15.02 21.24
OTMz
kg-m -5.31 -3.76 0.00
Torque
kg-m -489 -345 0
kg-m 62 -1320 -1892
-7 -5 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.24 15.02 0.00
Vz
kg 0.00 3.76 5.31
OTMx
kg 0.00 3.76 5.31
OTMz
kg-m -21.24 -15.02 0.00
Torque
kg-m -1988 -1416 -34
kg-m 0 -345 -489
0 -3 -4
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 15.02 21.24
Vz
kg 5.31 3.76 0.00
OTMx
kg 0.00 15.02 21.24
OTMz
kg-m -5.31 -3.76 0.00
Torque
kg-m -489 -345 0
kg-m -62 -1444 -2017
7 5 0
Page
Job
RISATower
32 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.24 15.02 0.00
Vz
kg 0.00 3.76 5.31
OTMx
kg 0.00 3.76 5.31
OTMz
kg-m -21.24 -15.02 0.00
Torque
kg-m -1921 -1348 34
kg-m 0 -345 -489
0 3 4
6 ANT TV 0.25x1.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.80 25.17
Vz
kg 6.29 4.45 0.00
OTMx
kg 0.00 17.80 25.17
OTMz
kg-m -6.29 -4.45 0.00
Torque
kg-m -554 -392 0
kg-m 78 -1488 -2137
-8 -6 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.17 17.80 0.00
Vz
kg 0.00 4.45 6.29
OTMx
kg 0.00 4.45 6.29
OTMz
kg-m -25.17 -17.80 0.00
Torque
kg-m -2257 -1608 -42
kg-m 0 -392 -554
0 -3 -4
6 ANT TV 0.25x1.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.80 25.17
Vz
kg 6.29 4.45 0.00
OTMx
kg 0.00 17.80 25.17
OTMz
kg-m -6.29 -4.45 0.00
Torque
kg-m -554 -392 0
kg-m -78 -1644 -2293
8 6 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.17 17.80 0.00
Vz
kg 0.00 4.45 6.29
OTMx
kg 0.00 4.45 6.29
OTMz
kg-m -25.17 -17.80 0.00
Torque
kg-m -2173 -1524 42
kg-m 0 -392 -554
0 3 4
6 ANT TV 0.25x1.0m - Elevation 83 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 17.50 24.75
Vz
kg 6.19 4.38 0.00
OTMx
kg 0.00 17.50 24.75
OTMz
kg-m -6.19 -4.38 0.00
Torque
kg-m -514 -363 0
kg-m 78 -1375 -1977
-8 -6 0
Page
Job
RISATower
33 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 24.75 17.50 0.00
Vz
kg 0.00 4.38 6.19
OTMx
kg 0.00 4.38 6.19
OTMz
kg-m -24.75 -17.50 0.00
Torque
kg-m -2097 -1495 -42
kg-m 0 -363 -514
0 -3 -4
6 ANT TV 0.25x1.0m - Elevation 83 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.50 24.75
Vz
kg 6.19 4.38 0.00
OTMx
kg 0.00 17.50 24.75
OTMz
kg-m -6.19 -4.38 0.00
Torque
kg-m -514 -363 0
kg-m -78 -1531 -2133
8 6 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 24.75 17.50 0.00
Vz
kg 0.00 4.38 6.19
OTMx
kg 0.00 4.38 6.19
OTMz
kg-m -24.75 -17.50 0.00
Torque
kg-m -2013 -1411 42
kg-m 0 -363 -514
0 3 4
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.50 14.85
Vz
kg 3.96 2.80 0.00
OTMx
kg 0.00 10.50 14.85
OTMz
kg-m -3.96 -2.80 0.00
Torque
kg-m -285 -202 0
kg-m 73 -683 -997
-8 -6 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.85 10.50 0.00
Vz
kg 0.00 2.80 3.96
OTMx
kg 0.00 2.80 3.96
OTMz
kg-m -14.85 -10.50 0.00
Torque
kg-m -1121 -808 -51
kg-m 0 -202 -285
0 -4 -6
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 10.50 14.85
Vz
kg 3.96 2.80 0.00
OTMx
kg 0.00 10.50 14.85
OTMz
kg-m -3.96 -2.80 0.00
Torque
kg-m -285 -202 0
kg-m -73 -829 -1142
8 6 0
Page
Job
RISATower
34 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
14.85 10.50 0.00
0.00 2.80 3.96
OTMx
kg
OTMz
kg-m
0.00 2.80 3.96
-14.85 -10.50 0.00
Torque
kg-m -1018 -705 51
kg-m 0 -202 -285
0 4 6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
0.00 10.36 14.64
3.91 2.76 0.00
OTMx
kg
OTMz
kg-m
0.00 10.36 14.64
-3.91 -2.76 0.00
Torque
kg-m -268 -189 0
kg-m 73 -636 -930
-8 -6 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
14.64 10.36 0.00
0.00 2.76 3.91
OTMx
kg
OTMz
kg-m
0.00 2.76 3.91
-14.64 -10.36 0.00
Torque
kg-m -1054 -761 -51
kg-m 0 -189 -268
0 -4 -6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
0.00 10.36 14.64
3.91 2.76 0.00
OTMx
kg
OTMz
kg-m
0.00 10.36 14.64
-3.91 -2.76 0.00
Torque
kg-m -268 -189 0
kg-m -73 -782 -1076
8 6 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
14.64 10.36 0.00
0.00 2.76 3.91
OTMx
kg
OTMz
kg-m
0.00 2.76 3.91
-14.64 -10.36 0.00
Torque
kg-m -952 -658 51
kg-m 0 -189 -268
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -306.41 -216.66 0.00
kg-m
kg-m
kg-m
0.00 216.66 306.41
-25971 -18365 0
0 -18365 -25971
0 0 0
0 4 6
Page
Job
RISATower
35 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Dish Pressures - No Ice Elevation m 27.0000 24.0000 18.0000 18.0000 7.5000
Dish Description
Aiming Azimuth ° 45.0000 225.0000 135.0000 225.0000 135.0000 Sum Weight:
8 FT DISH 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Weight kg 113.85 113.85 113.85 113.85 45.00 500.40
Offsetx m
Offsetz m
3.1506 -3.4029 3.9074 -3.9074 5.0965
Kz
-3.1506 3.4029 3.9074 3.9074 5.0965
AA m2
1.326 1.282 1.181 1.181 1.000
qz kPa
4.6730 4.6730 4.6730 4.6730 2.5447
0.90 0.87 0.80 0.80 0.68
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
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.001520 0.001520 0.001520
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
8 FT DISH - Elevation 27 - From Leg B FA FS FM Vx kg 775.85 775.85 775.85
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 548.61 775.85
8 FT DISH - Elevation 24 - From Leg D FA FS FM Vx kg 750.17 750.17 750.17
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 530.45 750.17
8 FT DISH - Elevation 18 - From Leg C FA FS FM Vx kg 690.98 690.98 690.98
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 488.59 690.98
8 FT DISH - Elevation 18 - From Leg D FA FS FM Vx kg 690.98 690.98 690.98
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 488.59 690.98
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C FA FS FM Vx kg 113.69 113.69 113.69
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 80.39 113.69
Vz kg -775.85 -548.61 0.00
Vz kg -750.17 -530.45 0.00
Vz kg -690.98 -488.59 0.00
Vz kg -690.98 -488.59 0.00
Vz kg -113.69 -80.39 0.00
OTMx
OTMz
kg-m -21307 -15171 -359
kg-m
OTMx
OTMz
kg-m -17617 -12343 387
kg-m
OTMx
OTMz
kg-m -11993 -8350 445
kg-m
OTMx
OTMz
kg-m -11993 -8350 445
kg-m
OTMx
OTMz
kg-m
kg-m -623 -374 229
-359 -15171 -21307
387 -12343 -17617
-445 -9240 -12882
445 -8350 -11993
-229 -832 -1082
Torque kg-m 2444 0 -2444
Torque kg-m -2553 0 2553
Torque kg-m 2700 3818 2700
Torque kg-m -2700 0 2700
Torque kg-m 579 819 579
Page
Job
RISATower
36 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3021.66 -2136.64 0.00
kg-m
kg-m
kg-m
0.00 2136.64 3021.66
-63532 -44588 1148
-201 -45936 -64880
471 4638 6088
Dish Pressures - Service Elevation m 27.0000 24.0000 18.0000 18.0000 7.5000
Dish Description
Aiming Azimuth ° 45.0000 225.0000 135.0000 225.0000 135.0000 Sum Weight:
8 FT DISH 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Weight kg 113.85 113.85 113.85 113.85 45.00 500.40
Offsetx m
Offsetz m
3.1506 -3.4029 3.9074 -3.9074 5.0965
Kz
-3.1506 3.4029 3.9074 3.9074 5.0965
AA m2
1.326 1.282 1.181 1.181 1.000
qz kPa
4.6730 4.6730 4.6730 4.6730 2.5447
0.23 0.22 0.20 0.20 0.17
Dish Vectors - Service Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
CA 0.004260 0.004260 0.004260
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
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
8 FT DISH - Elevation 27 - From Leg B FA FS FM Vx kg 193.96 193.96 193.96
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 137.15 193.96
8 FT DISH - Elevation 24 - From Leg D FA FS FM Vx kg 187.54 187.54 187.54
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 132.61 187.54
8 FT DISH - Elevation 18 - From Leg C FA FS FM Vx kg 172.74 172.74 172.74
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 122.15 172.74
Vz kg -193.96 -137.15 0.00
Vz kg -187.54 -132.61 0.00
Vz kg -172.74 -122.15 0.00
OTMx
OTMz
kg-m -5596 -4062 -359
kg-m
OTMx
OTMz
kg-m -4114 -2795 387
kg-m
OTMx
OTMz
kg-m -2665 -1754 445
kg-m
-359 -4062 -5596
387 -2795 -4114
-445 -2644 -3554
Torque kg-m 611 0 -611
Torque kg-m -638 0 638
Torque kg-m 675 955 675
Project
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA 0.001520 0.001520 0.001520
8 FT DISH - Elevation 18 - From Leg D FA FS FM Vx kg 172.74 172.74 172.74
0.000000 0.000000 0.000000
CS
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 122.15 172.74
ANT GRIP 1.0x2.50m - Elevation 7.5 - 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
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
CA
37 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
0.000000 0.000000 0.000000
kg 28.42 28.42 28.42
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 20.10 28.42
OTMx
OTMz
kg-m -2665 -1754 445
kg-m
Vz
OTMx
OTMz
kg -28.42 -20.10 0.00
kg-m
kg -172.74 -122.15 0.00
Ing. C. Londoño M.
Torque
445 -1754 -2665
Torque
kg-m 16 79 229
kg-m -675 0 675
-229 -380 -443
kg-m 145 205 145
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -755.42 -534.16 0.00
kg-m
kg-m
kg-m
0.00 534.16 755.42
-15022 -10286 1148
-201 -11635 -16371
118 1159 1522
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 99
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
kg-m 0 0 0
User Load Totals - No Ice Wind Azimuth °
Torque
0 0 0
0 0 0
Page
Job
RISATower
38 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
User Load Vectors - Service CxMANTENIMIENTO - Elevation 99
Wind Azimuth °
Offsetx
0 45 90
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
kg-m
0 0 0
0 0 0
0 0 0
Force Totals Load Case
Vertical Forces
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
kg 11462.47 11322.21 22784.67 25471.81
Sum of Forces X kg
Sum of Forces Z kg
0.00 20996.52 26295.58
-26295.58 -20996.52 0.00
0.00 5249.13 6573.90
-6573.90 -5249.13 0.00
25471.81
Sum of Overturning Moments, Mx kg-m
3030 3030 -1137884 -925206 3030 3030 -284081 -230911 1148
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
-201 -201 -201 -928437 -1141114 -201 -201 -232260 -285429
Sum of Torques
kg-m
471 9555 12228 118 2389 3057
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 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
99 - 93
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 Max. Mx Max. My
Diagonal
Top Girt
Mid Girt
T2
93 - 87
Leg
Diagonal
Top Girt
Mid Girt
T3
87 - 81
39 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Leg
Diagonal
Gov. Load Comb. 3 3 4 4 4 4 4 3 3 3 3 3 3 1 1 3 1 3 3 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 3 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3
Force kg 1076.50 -1023.96 -329.94 123.52 -63.07 63.07 365.40 -493.04 -55.07 -486.24 -3.89 -11.33 41.15 0.00 7.20 40.98 3.80 -0.01 170.45 -60.88 37.02 103.88 3.80 -0.00 5837.70 -5969.84 -4017.89 3123.63 75.51 -75.48 1144.41 -1326.63 1139.02 -1322.54 2.42 15.48 247.96 -143.08 43.72 247.58 3.80 -0.00 545.98 -426.30 61.78 502.86 3.80 0.00 15560.57 -15951.27 -15951.27 -15951.27 -145.39 -140.42 2505.54 -2386.64 350.77 -2382.56
Major Axis Moment kg-m 14 -11 24 0 -22 0 0 0 3 1 3 1 0 0 -1 0 0 0 0 0 -1 0 0 0 17 -19 -30 -4 -30 -4 0 0 1 0 1 0 0 0 -1 0 0 0 0 0 -1 0 0 0 35 -124 -124 -124 -55 14 0 0 4 -3
Minor Axis Moment kg-m 14 -11 0 -24 0 22 0 0 -12 14 -12 14 0 0 0 0 0 0 0 0 0 0 0 0 17 -18 4 30 4 30 0 0 -7 19 -7 0 0 0 0 0 0 0 0 0 0 0 0 0 36 -124 -124 -124 15 -54 0 0 -7 32
14:22:15 09/10/13 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
81 - 78
Leg
Diagonal
Top Girt
T5
78 - 75
Leg
Diagonal
Horizontal
T6
75 - 69
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Elevation m
40 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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 2 4 4 3 4 3 4 3 3 3 4 3 4 3 3 3 4 4 4 4 3 3 3 3 3
Force kg -4.86 25.98 699.42 -569.22 67.42 622.66 3.80 0.00 1202.00 -1032.63 87.61 968.61 3.80 0.00 14068.29 -13958.42 -13885.78 -13885.78 107.19 -101.13 2992.07 -3278.21 -1352.27 2992.07 2.10 -1.33 284.69 -169.21 -36.26 284.69 3.77 -0.46 13986.28 -14025.23 -392.98 -348.16 92.39 98.36 2036.70 -2617.22 -441.63 1817.03 4.04 -1.33 206.57 -226.90 20.45 190.09 -6.03 -20.91 21308.86 -22883.98 -14433.47 12102.32 -125.93 125.74 2751.16 -2902.54 756.52 -2883.62 -5.80
Major Axis Moment kg-m 4 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -60 -17 -124 -124 -80 55 0 0 -2 0 0 0 0 0 -1 0 0 0 55 -10 -80 52 63 -19 0 0 -3 0 0 0 2 1 3 2 3 0 30 -42 -58 -7 -56 -11 0 0 4 2 4
Minor Axis Moment kg-m -7 0 0 0 0 0 0 0 0 0 0 0 0 0 -59 -11 -124 -124 57 61 0 0 0 1 0 0 0 0 0 0 0 0 61 -9 58 -74 -15 67 0 0 0 1 0 0 19 20 5 22 5 0 36 -38 7 58 10 56 0 0 1 -3 1
14:22:15 09/10/13 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
69 - 63
Leg
Diagonal
Top Girt
Mid Girt
T8
63 - 57
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Elevation m
41 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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. 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 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 4 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3
Force kg 1.80 2593.81 -2172.83 217.84 -1751.54 -9.76 0.00 1399.72 -1174.93 118.96 -965.14 9.76 -0.00 32259.96 -33999.80 -2008.88 18436.42 -120.35 120.17 3737.51 -3787.14 742.38 -1503.81 -6.21 -14.91 1926.45 -1635.68 147.13 -1346.21 -9.76 0.00 2159.96 -2027.96 164.94 -1670.83 9.76 -0.00 46433.28 -47887.75 -2963.03 -2963.03 95.81 -95.80 4430.75 -4211.08 1085.95 -1475.13 -6.34 -19.96 2204.38 -2175.38 161.21 -1794.32 -9.76 0.00 2206.09 -2219.03 158.12 -1913.21 9.76 -0.00
Major Axis Moment kg-m 2 0 0 -7 0 0 0 0 0 -7 0 0 0 38 -42 -61 -14 -58 -8 0 0 5 3 5 0 0 0 -7 0 0 0 0 0 -7 0 0 0 44 -51 -89 -89 -73 -20 0 0 5 3 5 0 0 0 -7 0 0 0 0 0 -7 0 0 0
Minor Axis Moment kg-m -3 0 0 0 0 0 0 0 0 0 0 0 0 43 -38 59 61 7 58 0 0 15 -31 15 0 0 0 0 0 0 0 0 0 0 0 0 0 49 -47 85 85 18 74 0 0 26 -41 26 0 0 0 0 0 0 0 0 0 0 0 0 0
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section No.
Elevation m
Component Type
Condition
T9
57 - 51
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 Max. Mx Max. My Max. Vy Max. Vx Max Tension
Diagonal
Top Girt
Mid Girt
T10
51 - 45
Leg
Diagonal
Top Girt
Mid Girt
T11
45 - 39
42 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Leg
Diagonal
Top Girt
Gov. Load Comb. 3 3 3 3 4 4 3 3 3 4 3 4 4 2 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 4 3 4 3 3 1 3 1 3 4 3 1 3 1 3 3 3 3 3 3 4 4 3 3 4 3 4 4
Force kg 63505.51 -63835.91 -4202.56 -4032.12 100.82 -101.01 5127.86 -4715.43 1401.79 -1445.61 -6.48 -24.22 2216.35 -2353.21 158.13 -2062.50 -9.76 0.00 2203.85 -2341.76 156.29 -2181.43 9.76 -0.00 83811.83 -81999.62 -6091.49 -5879.01 -172.81 -160.31 7823.46 -4985.19 1783.42 -1424.27 -7.01 -41.62 2264.35 -2412.36 167.53 -2412.09 -9.76 0.00 2136.96 -2323.01 205.35 -2319.69 9.76 -0.00 86853.83 -83924.96 -7142.22 -6900.52 224.78 -222.26 9365.33 -3716.51 -849.39 -993.72 10.86 28.40 2528.05
Major Axis Moment kg-m 53 -69 -125 113 -103 -44 0 0 5 3 5 0 0 0 -7 0 0 0 0 0 -7 0 0 0 23 -201 -218 179 -218 179 5 0 6 1 6 0 0 0 -7 0 0 0 0 0 -7 0 0 0 185 -150 -376 303 -376 -103 0 0 16 4 16 0 0
Minor Axis Moment kg-m 58 -66 117 -121 37 106 0 0 -33 -50 -33 0 0 0 0 0 0 0 0 0 0 0 0 0 29 -206 184 -211 184 -211 35 0 -74 -86 -74 0 0 0 0 0 0 0 0 0 0 0 0 0 184 -127 320 -357 320 300 0 0 -26 -82 -26 0 0
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T12
39 - 33
Component Type
Leg
Diagonal
T13
33 - 27
Leg
Diagonal
T14
27 - 21
Leg
Diagonal
Top Girt
T15
21 - 15
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Elevation m
43 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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. 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. 4 4 3 4 3 3 3 3 3 2 4 3 3 3 3 3 3 3 3 2 4 2 4 3 3 3 3 3 3 3 3 4 4 4 4 4 3 3 4 3 4 3 3 4 3 4 3 3 3 4 4 4 4 4 4 3 4 3 4 2 2
Force kg -3201.41 2528.05 1711.90 9.73 -0.82 84046.96 -80340.16 -7699.75 -7587.09 192.86 202.49 1849.93 -1512.99 -1489.33 -1489.33 11.86 22.91 80990.93 -76687.71 44199.32 44198.10 -197.25 -203.21 514.83 -1099.87 286.63 322.86 13.57 -4.45 80418.07 -75851.04 -51379.68 43744.57 412.92 -419.92 6511.51 -1109.54 4445.21 -918.17 20.34 27.18 775.38 -987.88 -795.28 -968.78 32.03 -2.69 81895.27 -77631.89 -53037.19 43981.19 -511.74 519.98 5396.37 -1878.74 4149.75 -961.37 23.01 19.27 1110.42 -1917.99
Major Axis Moment kg-m 0 -7 0 0 0 132 -129 -386 292 287 -110 0 0 13 13 13 0 144 -176 303 -55 303 -55 0 0 14 10 14 0 202 -432 -643 -197 -643 -197 0 0 23 15 23 0 0 0 -47 0 0 0 337 -222 -645 -216 -645 -216 0 0 26 19 26 0 0 0
Minor Axis Moment kg-m 0 0 1 0 0 156 -111 305 -365 -94 299 0 0 -73 -73 -73 0 170 -192 -62 295 -62 295 0 0 6 13 6 0 196 -314 87 660 87 660 0 0 33 -105 33 0 0 0 0 4 0 0 478 -45 76 654 76 654 0 0 -37 -80 -37 0 0 0
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T16
15 - 12
Client
Component Type
Leg
Diagonal
Top Girt
T17
12 - 0
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Elevation m
44 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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
Gov. Load Comb. 4 3 4 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 4 3 4 3 3 3 2 4 2 4 3 3 3 4 3 4 3 3 4 4 4 4 3 3 6 2 6 2
Force kg -1916.65 -1791.55 37.53 -3.16 77235.56 -69831.00 77127.40 77127.40 -389.35 -364.84 9753.92 -11188.24 -7903.70 6345.58 17.81 -1.90 9479.51 -8902.74 -8902.74 -6998.63 -86.05 7.24 78007.37 -71564.71 41344.24 41359.08 538.57 578.38 8503.50 -10131.40 -2788.08 -8269.81 64.74 22.19 4093.80 -4248.08 -3227.32 -2792.70 43.72 9.15 599.25 -1321.85 122.86 -707.34 32.48 0.22
Major Axis Moment kg-m -65 0 0 0 28 -768 938 938 938 938 0 0 -22 0 0 0 0 0 170 0 0 0 947 0 -1067 403 824 403 0 0 -219 0 0 0 0 0 55 33 55 33 0 0 -48 0 0 0
Minor Axis Moment kg-m 0 5 0 0 215 -755 1014 1014 1014 1014 0 0 0 2 0 0 0 0 0 -14 0 0 1006 0 447 -1176 447 846 0 0 0 -75 0 0 0 0 2 -17 2 -17 0 0 0 0 0 0
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
45 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
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
6485.39 6485.39 -78465.46 -78465.46 -78465.46 6485.39 54200.01 -41176.04 -41176.04 -41176.04 54200.01 54200.01 76454.12 6250.50 76454.12 6250.50 76454.12 6250.50 53913.92 53913.92 53913.92 -41426.66 -41426.66 -41426.66
1166.60 1166.60 -12951.62 -12951.62 -12951.62 1166.60 -8050.37 8195.80 8195.80 8195.80 -8050.37 -8050.37 -12723.84 -1120.94 -12723.84 -1120.94 -12723.84 -1120.94 10453.72 10453.72 10453.72 -5139.67 -5139.67 -5139.67
-1142.71 -1142.71 12578.72 12578.72 12578.72 -1142.71 -10217.46 5383.80 5383.80 5383.80 -10217.46 -10217.46 13140.79 1144.84 13140.79 1144.84 13140.79 1144.84 7762.54 7762.54 7762.54 -8479.80 -8479.80 -8479.80
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 25471.80 25473.79 25471.39 25473.30 25471.81 25471.80 25471.81
Shearx
Shearz
kg
kg
-0.00 -0.00 20988.54 26296.42 -0.00 5248.69 6573.40
-0.01 -26297.24 -20988.64 -0.09 -6573.40 -5248.70 -0.00
Overturning Moment, Mx kg-m 3030 -1146064 -931750 3001 -284217 -230678 3044
Overturning Moment, Mz kg-m -199 -230 -935031 -1149301 -200 -233923 -287459
Torque kg-m 0 463 9546 12225 117 2390 3060
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 0.00 20996.52 26295.58 -0.00 5249.13 6573.90
Sum of Applied Forces PY kg -25471.81 -25471.81 -25471.81 -25471.81 -25471.81 -25471.81 -25471.81
PZ kg 0.00 -26295.58 -20996.52 0.00 -6573.90 -5249.13 0.00
PX kg 0.00 0.00 -20988.54 -26296.42 0.00 -5248.69 -6573.40
Sum of Reactions PY kg 25471.80 25473.79 25471.39 25473.30 25471.81 25471.80 25471.81
PZ kg 0.01 26297.24 20988.64 0.09 6573.40 5248.70 0.00
% Error 0.000% 0.007% 0.029% 0.005% 0.002% 0.002% 0.002%
Page
Job
RISATower
46 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged?
Number of Cycles 10 200 200 200 18 18 18
Yes No No No Yes Yes Yes
Displacement Tolerance 0.00000001 0.01592506 0.01341897 0.01592241 0.00009196 0.00009980 0.00009201
Force Tolerance 0.00009926 0.00000000 0.00000000 0.00000000 0.00013711 0.00014989 0.00013727
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17
Elevation m 99 - 93 93 - 87 87 - 81 81 - 78 78 - 75 75 - 69 69 - 63 63 - 57 57 - 51 51 - 45 45 - 39 39 - 33 33 - 27 27 - 21 21 - 15 15 - 12 12 - 0
Horz. Deflection mm 427.87 377.16 326.90 278.61 256.21 234.86 192.47 152.75 116.58 84.49 57.38 38.97 24.98 14.51 6.77 1.34 0.95
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.4838 0.4815 0.4683 0.4369 0.4213 0.4082 0.3862 0.3528 0.3147 0.2715 0.2157 0.1557 0.1160 0.0864 0.0609 0.0382 0.0320
° 0.0204 0.0203 0.0199 0.0187 0.0170 0.0162 0.0155 0.0144 0.0128 0.0109 0.0085 0.0059 0.0045 0.0037 0.0034 0.0026 0.0020
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 99.0000 96.0000 92.0000 88.0000 83.0000 72.0000 68.5000 27.0000 24.0000 18.0000 7.5000
CxMANTENIMIENTO 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 427.87 402.49 368.73 335.20 294.29 213.53 189.03 14.51 10.43 3.45 0.74
° 0.4838 0.4833 0.4805 0.4719 0.4482 0.3976 0.3839 0.0864 0.0734 0.0483 0.0216
° 0.0204 0.0204 0.0203 0.0200 0.0194 0.0158 0.0154 0.0037 0.0036 0.0031 0.0013
Radius of Curvature m 453124 230194 70738 27880 8493 34239 10490 12188 20975 7455 102659
Page
Job
RISATower
47 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
14:22:15 09/10/13
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.
Maximum Tower Deflections - Design Wind Section No.
Elevation
Horz. Deflection mm 1781.67 1567.61 1355.15 1150.75 1057.96 969.43 793.22 628.22 478.17 345.16 233.07 157.42 101.12 58.62 27.22 5.30 3.89
m 99 - 93 93 - 87 87 - 81 81 - 78 78 - 75 75 - 69 69 - 63 63 - 57 57 - 51 51 - 45 45 - 39 39 - 33 33 - 27 27 - 21 21 - 15 15 - 12 12 - 0
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 2.0424 2.0337 1.9787 1.8345 1.7569 1.6974 1.6048 1.4647 1.3048 1.1244 0.8880 0.6324 0.4699 0.3516 0.2467 0.1539 0.1285
° 0.0819 0.0816 0.0798 0.0749 0.0682 0.0649 0.0622 0.0577 0.0516 0.0438 0.0346 0.0239 0.0183 0.0148 0.0138 0.0103 0.0081
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 99.0000 96.0000 92.0000 88.0000 83.0000 72.0000 68.5000 27.0000 24.0000 18.0000 7.5000
CxMANTENIMIENTO 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 1781.67 1674.54 1532.04 1390.38 1216.66 880.79 778.91 58.62 42.03 13.78 3.13
° 2.0424 2.0404 2.0295 1.9942 1.8885 1.6524 1.5953 0.3516 0.2987 0.1951 0.0868
° 0.0819 0.0819 0.0813 0.0801 0.0778 0.0634 0.0619 0.0148 0.0143 0.0123 0.0050
Radius of Curvature m 90571 46010 19328 7817 1544 8512 2477 2916 5054 1816 20797
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
T1
T2
99
93
mm
Number Of Bolts
Allowable Load kg
Leg
A394T0
16
4
Maximum Load per Bolt kg 90.28
Diagonal
A394T0
16
1
493.04
3699.61
Top Girt
A394T0
16
1
41.15
2774.71
Leg
A394T0
16
6
746.82
5528.16
m
Bolt Size
5528.16
Ratio Load Allowable 0.016 0.133 0.015 0.135
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T3
T4
T5 T6 T7
87
81
78 75 69
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m Diagonal
A394T0
Bolt Size mm
Number Of Bolts
16
1
Maximum Load per Bolt kg 1144.41
Allowable Load kg 2774.71
Top Girt
A394T0
16
1
247.96
2774.71
Leg
A394T0
16
8
2213.54
6910.21
Diagonal
A394T0
16
1
2505.54
2774.71
Top Girt
A394T0
16
1
699.42
2774.71
Leg
A394T0
16
8
3517.07
6910.21
Diagonal
A394T0
16
1
2992.07
2774.71
Top Girt
A394T0
16
1
284.70
2774.71
Leg
A394T0
16
8
3506.31
6910.21
Diagonal
A394T0
16
1
2036.70
2774.71
Leg
A394T0
16
8
4646.51
8292.26
Diagonal
A394T0
16
2
1451.27
3699.61
Leg
A394T0
19
8
7045.20
9950.69
Diagonal
A394T0
16
2
1893.57
3699.61
Leg
A394T0
19
8
10207.42
9950.69
T8
63
Diagonal
A394T0
16
2
2215.37
3699.61
T9
57
Leg Diagonal
A394T0 A394T0
19 16
8 2
13913.13 2563.93
9950.69 3699.61
T10
51
Leg Diagonal
A394T0 A394T0
19 16
8 2
18302.96 3911.73
9950.69 3699.61
T11
45
Leg Diagonal
A394T0 A394T0
19 16
8 2
21713.47 4682.66
9950.69 4932.82
Top Girt
A394T0
16
1
2528.05
2774.71
T12 T13
39 33
T14
27
T15
21
T16
15
T17
12
48 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Leg
A394T0
19
16
10505.88
9950.69
Diagonal
A394T0
16
2
924.96
4932.82
Leg
A394T0
19
16
10123.87
9950.69
Diagonal
A394T0
16
2
549.94
4932.82
Leg
A394T0
19
16
10052.38
9950.69
Diagonal
A394T0
16
2
3255.76
4932.82
Leg
A394T0
19
16
10236.90
9950.69
Diagonal
A394T0
16
2
2698.19
4932.82
Leg
A394T0
19
12
12872.59
9979.03
Diagonal
A394T0
16
2
5594.11
4932.82
Leg Diagonal
A394T0 A394T0
19 16
10 3
15601.49 3377.13
9979.03 7399.23
Ratio Load Allowable 0.412 0.089 0.320 0.903 0.252 0.509 1.078 0.103 0.507 0.734 0.560 0.392 0.708 0.512 1.026 0.599 1.398 0.693 1.839 1.057 2.182 0.949 0.911 1.056 0.188 1.017 0.111 1.010 0.660 1.029 0.547 1.290 1.134 1.563 0.456
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
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
Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333 1.333
Bearing Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333 1.333
Bolt SS Member Bearing
Page
Job
RISATower
49 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 99 - 93
L76x76x6
m 6.0000
m 2.0000
T2
93 - 87
L102x102x6
6.0000
2.0000
T3
87 - 81
L102x102x8
6.0000
T4
81 - 78
L102x102x8
T5
78 - 75
T6
Kl/r
Fa
A mm2 929
Actual P kg -1023.96
Allow. Pa kg 14093.26
Ratio P Pa 0.073
kPa 148765
49.5 K=0.50
144987
1252
-5969.82
18504.49
0.323
2.0000
49.8 K=0.50
168136
1548
-15951.26
26547.18
0.601
3.0435
3.0435
75.7 K=0.50
136863
1548
-13958.40
21609.51
0.646
L102x102x8
3.0435
3.0435
75.7 K=0.50
136863
1548
-14025.22
21609.51
0.649
75 - 69
L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-22883.97
25951.16
0.882
T7
69 - 63
L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-33999.80
25951.16
1.310
T8
63 - 57
L127x127x10
6.0000
3.0000
59.7 K=0.50
156898
2329
-47887.57
37262.35
1.285
T9
57 - 51
L152x152x10
6.0000
3.0000
49.6 K=0.50
144905
2813
-63835.89
41563.86
1.536
T10
51 - 45
H1-3 (1.54 CR) - 239 L152x152x10
6.0000
3.0000
49.6 K=0.50
144905
2813
-81999.54
41563.86
1.973
T11
45 - 39
H1-3 (1.97 CR) - 267 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-83925.04
41484.57
2.023
T12
39 - 33
bolt (2.11 CR) - 295 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-80340.30
41484.57
1.937
T13
33 - 27
H1-3 (1.94 CR) - 311 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-76687.52
41484.57
1.849
T14
27 - 21
H1-3 (1.85 CR) - 323 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-75851.10
41484.57
1.828
T15
21 - 15
H1-3 (1.83 CR) - 335 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-77631.90
41484.57
1.871
T16
15 - 12
H1-3 (1.87 CR) - 351 L152x152x13
3.0212
3.0212
50.4 K=0.50
167461
3710
-69831.02
63347.37
1.102
T17
12 - 0
L152x152x13
12.2744
12.2744
51.2 K=0.13
166604
3710
-71564.65
63023.50
1.136
66.5 K=0.50
RISATower I. P. DOLMEN S.A.
50 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 89910
mm 340
Actual P kg -493.04
97.6 K=1.00
91562
340
-1326.63
3176.54
0.418
1.1321
97.6 K=1.00
91562
340
-2386.64
3176.54
0.751
3.1018
2.9020
185.2 K=1.00
30028
461
-3278.21
1412.48
2.321
H1-3 (2.32 CR) - 136 L51x51x5
3.3410
3.2255
205.8 K=1.00
24305
461
-2617.22
1143.29
2.289
75 - 69
KL/R > 200 (C) - 150 L51x51x5
4.1379
1.9952
127.3 K=1.00
63523
461
-2902.54
2988.02
0.971
T7
69 - 63
L51x51x5
4.1379
1.9952
127.3 K=1.00
63523
461
-3787.14
2988.02
1.267
T8
63 - 57
L51x51x5
4.1379
1.9768
126.1 K=1.00
64714
461
-4211.08
3044.02
1.383
T9
57 - 51
H1-3 (1.38 CR) - 224 L51x51x5
4.1379
1.9583
125.0 K=1.00
65918
461
-4715.41
3100.66
1.521
T10
51 - 45
H1-3 (1.52 CR) - 252 L51x51x5
4.1379
1.9583
125.0 K=1.00
65918
461
-4985.21
3100.66
1.608
T11
45 - 39
H1-3 (1.61 CR) - 280 L51x51x6
6.8925
3.8097
123.1 K=0.50
67757
605
-3716.51
4181.22
0.889
T12
39 - 33
L51x51x6
7.4360
4.0189
129.9 K=0.50
61013
605
-1512.99
3765.04
0.402
T13
33 - 27
L51x51x6
8.0696
4.2997
139.0 K=0.50
53303
605
-1099.87
3289.28
0.334
T14
27 - 21
L64x64x6
8.7737
4.6292
118.5 K=0.50
72370
768
-1109.54
5665.69
0.196
T15
21 - 15
L64x64x6
9.5328
4.9937
127.8 K=0.50
63009
768
-1878.73
4932.86
0.381
T16
15 - 12
L64x64x6
4.9645
4.8689
249.3 K=1.00
16570
768
-11188.22
1297.25
8.625
T17
12 - 0
KL/R > 200 (C) - 377 L102x102x10
13.5511
13.3870
107.1 K=0.25
83122
1845
-10131.40
15639.69
0.648
T1
m 99 - 93
L38x38x5
m 2.4413
m 1.1542
T2
93 - 87
L38x38x5
2.4413
1.1321
T3
87 - 81
L38x38x5
2.4413
T4
81 - 78
L51x51x5
T5
78 - 75
T6
Kl/r
99.5 K=1.00
Fa
A 2
Allow. Pa kg 3119.25
Ratio P Pa 0.158
Page
Job
RISATower
51 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T5
m 78 - 75
L64x64x5
m 2.1250
m 2.0234
T17
12 - 0
L102x102x6
8.4000
4.1238
Kl/r
102.4 K=1.00 64.9 K=0.50
Fa
A
kPa 87375
mm 582
Actual P kg -226.90
113615
1252
-4248.08
14500.54
0.293
Allow. Pa kg 4816.25
Ratio P Pa 0.030
2
Allow. Pa kg 5184.88
Ratio P Pa 0.044
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T2
m 93 - 87
L51x51x5
m 1.4000
m 1.3238
T3
87 - 81
L51x51x5
1.4000
1.2984
T4
81 - 78
L51x51x5
1.4000
T6
75 - 69
L64x64x5
T7
69 - 63
T8
Kl/r
Fa
A
kPa 102389
mm2 461
Actual P kg -143.08
82.8 K=1.00
103663
461
-569.22
4876.16
0.117
1.2984
82.8 K=1.00
103663
461
-169.21
4876.16
0.035
2.8500
2.7484
139.1 K=1.00
53228
582
-2172.83
3158.57
0.688
L64x64x5
2.8500
2.7484
139.1 K=1.00
53228
582
-1635.68
3158.57
0.518
63 - 57
L64x64x5
2.8500
2.7484
139.1 K=1.00
53228
582
-2175.38
3158.57
0.689
T9
57 - 51
L64x64x5
2.8500
2.7230
137.8 K=1.00
54225
582
-2353.21
3217.77
0.731
T10
51 - 45
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-2412.36
3278.65
0.736
T11
45 - 39
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-3201.42
3278.65
0.976
T14
27 - 21
L76x76x6
5.8770
5.7246
121.2 K=0.50
69734
929
-987.88
6606.21
0.150
T15
21 - 15
L76x76x6
6.8860
6.7336
142.5 K=0.50
50684
929
-1917.99
4801.50
0.399
T16
15 - 12
2L76x76x6x10
7.8950
7.7426
163.9 K=0.50
38334
1858
-8902.75
7263.24
1.226
Actual P kg -60.88
Allow. Pa kg 4816.25
Ratio P Pa 0.013
84.5 K=1.00
Mid Girt Design Data (Compression) Section No. T1
Elevation m 99 - 93
Size
L
Lu
L51x51x5
m 1.4000
m 1.3238
Kl/r
84.5 K=1.00
Fa
A
kPa 102389
mm2 461
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
52 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T2
m 93 - 87
L51x51x5
m 1.4000
m 1.2984
T3
87 - 81
L51x51x5
1.4000
1.2984
T6
75 - 69
L64x64x5
2.8500
T7
69 - 63
L64x64x5
T8
63 - 57
T9 T10
Kl/r
Fa
A
kPa 103663
82.8 K=1.00
2.7484
2.8500
L64x64x5
57 - 51 51 - 45
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
mm2 461
Actual P kg -426.30
Allow. Pa kg 4876.16
Ratio P Pa 0.087
103663
461
-1032.63
4876.16
0.212
139.1 K=1.00
53228
582
-1174.93
3158.57
0.372
2.7484
139.1 K=1.00
53228
582
-2027.96
3158.57
0.642
2.8500
2.7230
137.8 K=1.00
54225
582
-2219.02
3217.77
0.690
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-2341.76
3278.65
0.714
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-2323.01
3278.65
0.709
Actual P kg -1321.85
Allow. Pa kg 2500.47
Ratio P Pa 0.529
Allow. Pa kg 15699.97
Ratio P Pa 0.069
82.8 K=1.00
Inner Bracing Design Data (Compression) Section No. T17
Elevation m 12 - 0
Size
L
Lu
L76x76x6
m 5.9397
m 5.9397
Kl/r
197.5 K=0.50
Fa
A
kPa 26394
mm2 929
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.0000
84.7
kPa 224080
mm2 687
Actual P kg 1076.50
T1
m 99 - 93
L76x76x6
m 6.0000
T2
93 - 87
L102x102x6
6.0000
2.0000
63.0
224080
1010
5837.69
23070.85
0.253
T3
87 - 81
L102x102x8
6.0000
2.0000
63.5
224080
1246
15502.07
28470.01
0.545
T4
81 - 78
L102x102x8
3.0435
3.0435
96.6
224080
1246
14068.31
28470.01
0.494
T5
78 - 75
L102x102x8
3.0435
3.0435
96.6
224080
1246
13986.30
28470.01
0.491
T6
75 - 69
L102x102x10
6.0000
3.0000
96.0
224080
1482
21273.99
33869.21
0.628
T7
69 - 63
L102x102x10
6.0000
3.0000
96.0
224080
1422
32259.95
32487.16
0.993
T8
63 - 57
L127x127x10
6.0000
3.0000
75.7
224080
1906
46433.36
43543.47
1.066
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
53 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T9
57 - 51
L152x152x10
6.0000
3.0000
62.8
224080
2390
63505.67
54599.84
1.163
T10
51 - 45
L152x152x10
6.0000
3.0000
62.8
224080
2390
83811.65
54599.84
1.535
T11
45 - 39
bolt (1.84 CR) - 265 L152x152x10
6.0423
6.0423
126.5
224080
2390
86853.89
54599.84
1.591
T12
39 - 33
bolt (2.18 CR) - 293 L152x152x10
6.0423
6.0423
126.5
224080
2390
84047.06
54599.84
1.539
T13
33 - 27
H2-1 (1.54 CR) - 309 L152x152x10
6.0423
6.0423
126.5
224080
2390
80990.75
54599.84
1.483
T14
27 - 21
H2-1 (1.48 CR) - 321 L152x152x10
6.0423
6.0423
126.5
224080
2390
80419.23
54599.84
1.473
T15
21 - 15
H2-1 (1.47 CR) - 333 L152x152x10
6.0423
6.0423
126.5
224080
2390
81895.22
54599.84
1.500
T16
15 - 12
H2-1 (1.50 CR) - 349 L152x152x13
3.0212
3.0212
63.9
224080
3145
77235.46
71866.29
1.075
T17
12 - 0
L152x152x13
12.2744
12.2744
259.8
224080
3145
78007.48
71866.29
1.085
Allow. Pa kg 5086.95
Ratio P Pa 0.072
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 1.1542
99.5
kPa 199948
mm2 249
Actual P kg 365.40
T1
m 99 - 93
L38x38x5
m 2.4413
T2
93 - 87
L38x38x5
2.4413
1.1321
97.6
199948
249
1144.41
5086.95
0.225
T3
87 - 81
L38x38x5
2.4413
1.1321
97.6
199948
249
2505.54
5086.95
0.493
T4
81 - 78
L51x51x5
3.1018
2.9020
185.2
148927
461
2992.07
7005.28
0.427
T5
78 - 75
L51x51x5
3.3410
3.2255
205.8
148927
461
2036.70
7005.28
0.291
T6
75 - 69
L51x51x5
4.1379
1.9952
127.3
148927
461
2751.16
7005.28
0.393
T7
69 - 63
L51x51x5
4.1379
1.9952
127.3
148927
461
3737.51
7005.28
0.534
T8
63 - 57
L51x51x5
4.1379
1.9768
126.1
148927
461
4430.75
7005.28
0.632
T9
57 - 51
L51x51x5
4.1379
1.9583
125.0
148927
461
5127.86
7005.28
0.732
T10
51 - 45
L51x51x5
4.1379
1.9583
125.0
148927
461
7823.47
7005.28
1.117
T11
45 - 39
L51x51x6
6.8925
3.8097
246.3
148927
605
9365.32
9190.15
1.019
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
Section No.
54 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T12
39 - 33
L51x51x6
7.4360
4.0189
259.8
148927
605
1849.93
9190.15
0.201
T13
33 - 27
L51x51x6
8.0696
4.2997
278.0
148927
605
514.83
9190.15
0.056
T14
27 - 21
L64x64x6
8.7737
4.6292
237.0
148927
768
6511.50
11659.14
0.558
T15
21 - 15
L64x64x6
9.5328
4.9937
255.7
148927
768
5396.39
11659.14
0.463
T16
15 - 12
L64x64x6
4.9645
4.8689
249.3
148927
768
9753.92
11659.14
0.837
T17
12 - 0
L102x102x10
13.5511
13.3870
428.5
148927
1845
8503.50
28021.13
0.303
Allow. Pa kg 8837.43
Ratio P Pa 0.023
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T5
m 78 - 75
L64x64x5
m 2.1250
m 2.0234
102.4
kPa 148927
mm2 582
Actual P kg 206.57
T17
12 - 0
L102x102x6
8.4000
4.1238
129.9
148927
1252
4093.80
19007.34
0.215
2
Allow. Pa kg 7005.28
Ratio P Pa 0.006
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 99 - 93
L51x51x5
m 1.4000
m 1.3238
84.5
kPa 148927
mm 461
Actual P kg 41.15
T2
93 - 87
L51x51x5
1.4000
1.3238
84.5
148927
461
247.96
7005.28
0.035
T3
87 - 81
L51x51x5
1.4000
1.2984
82.8
148927
461
699.42
7005.28
0.100
T4
81 - 78
L51x51x5
1.4000
1.2984
82.8
148927
461
284.70
7005.28
0.041
T6
75 - 69
L64x64x5
2.8500
2.7484
139.1
148927
582
2593.81
8837.43
0.294
T7
69 - 63
L64x64x5
2.8500
2.7484
139.1
148927
582
1926.45
8837.43
0.218
T8
63 - 57
L64x64x5
2.8500
2.7484
139.1
148927
582
2204.38
8837.43
0.249
T9
57 - 51
L64x64x5
2.8500
2.7230
137.8
148927
582
2216.35
8837.43
0.251
T10
51 - 45
L64x64x5
2.8500
2.6976
136.5
148927
582
2264.35
8837.43
0.256
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
55 of 57
TORRE DE 99m-CUADRADA PATA=12.050m 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
T11
m 45 - 39
L64x64x5
m 2.8500
m 2.6976
136.5
kPa 148927
T14
27 - 21
L76x76x6
5.8770
5.7246
242.3
T15
21 - 15
L76x76x6
6.8860
6.7336
T16
15 - 12
2L76x76x6x10
7.8950
7.7426
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg 2528.05
Allow. Pa kg 8837.43
Ratio P Pa 0.286
148927
929
775.38
14108.54
0.055
285.1
148927
929
1110.42
14108.54
0.079
327.8
148927
1858
9479.49
28217.08
0.336
Allow. Pa kg 7005.28
Ratio P Pa 0.024
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 1.3238
84.5
kPa 148927
mm2 461
Actual P kg 170.45
T1
m 99 - 93
L51x51x5
m 1.4000
T2
93 - 87
L51x51x5
1.4000
1.2984
82.8
148927
461
545.98
7005.28
0.078
T3
87 - 81
L51x51x5
1.4000
1.2984
82.8
148927
461
1202.00
7005.28
0.172
T6
75 - 69
L64x64x5
2.8500
2.7484
139.1
148927
582
1399.72
8837.43
0.158
T7
69 - 63
L64x64x5
2.8500
2.7484
139.1
148927
582
2159.96
8837.43
0.244
T8
63 - 57
L64x64x5
2.8500
2.7230
137.8
148927
582
2206.09
8837.43
0.250
T9
57 - 51
L64x64x5
2.8500
2.6976
136.5
148927
582
2203.85
8837.43
0.249
T10
51 - 45
L64x64x5
2.8500
2.6976
136.5
148927
582
2136.96
8837.43
0.242
Actual P kg 599.25
Allow. Pa kg 14108.54
Ratio P Pa 0.042
Inner Bracing Design Data (Tension) Section No. T17
Elevation
Size
L
Lu
Kl/r
Fa
A
m 12 - 0
L76x76x6
m 5.9397
m 5.9397
251.4
kPa 148927
mm2 929
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
56 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
99 - 93
Leg Diagonal Top Girt
L76x76x6 L38x38x5 L51x51x5
3 16 6
-1023.96 -493.04 41.15
18786.31 4157.96 9338.04
Pass Pass Pass
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x6 L38x38x5 L51x51x5
10 43 56 46
170.45 -5969.82 -1326.63 247.96
9338.04 24666.48 4234.32 9338.04
Mid Girt Leg Diagonal
L51x51x5 L102x102x8 L38x38x5
52 83 96
-426.30 -15951.26 -2386.64
6499.93 35387.39 4234.32
Top Girt
L51x51x5
88
-569.22
6499.93
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x8 L51x51x5 L51x51x5
92 123 136 128
-1032.63 -13958.40 -3278.21 284.70
6499.93 28805.48 1882.83 9338.04
Leg Diagonal Horizontal 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
L102x102x8 L51x51x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L127x127x10 L51x51x5 L64x64x5 L64x64x5 L152x152x10 L51x51x5 L64x64x5 L64x64x5 L152x152x10 L51x51x5 L64x64x5 L64x64x5 L152x152x10
143 150 129 155 168 160 164 183 196 188 192 211 224 216 220 239 252 241 248 267 280 272 273 295
-14025.22 -2617.22 -226.90 -22883.97 -2902.54 -2172.83 -1174.93 -33999.80 -3787.14 -1635.68 -2027.96 -47887.57 -4211.08 -2175.38 -2219.02 -63835.89 -4715.41 -2353.21 -2341.76 -81999.54 -4985.21 -2412.36 -2323.01 -83925.04
28805.48 1524.01 6911.44 34592.90 3983.03 4210.37 4210.37 34592.90 3983.03 4210.37 4210.37 49670.71 4057.68 4210.37 4289.28 55404.62 4133.18 4289.28 4370.44 55404.62 4133.18 4370.44 4370.44 55298.93
Diagonal Top Girt Leg Diagonal Leg Diagonal Leg Diagonal
L51x51x6 L64x64x5 L152x152x10 L51x51x6 L152x152x10 L51x51x6 L152x152x10 L64x64x6
307 298 311 320 323 330 335 347
9365.32 -3201.42 -80340.30 -1512.99 -76687.52 -1099.87 -75851.10 6511.50
12250.47 4370.44 55298.93 5018.79 55298.93 4384.60 55298.93 15541.64
Top Girt Leg
L76x76x6 L152x152x10
337 351
-987.88 -77631.90
8806.08 55298.93
5.5 11.9 0.4 1.1 (b) 1.8 24.2 31.3 2.7 6.7 (b) 6.6 45.1 56.4 67.7 (b) 8.8 18.9 (b) 15.9 48.5 174.1 3.0 7.7 (b) 48.7 171.7 3.3 66.2 72.9 51.6 27.9 98.3 95.1 38.8 48.2 96.4 103.8 51.7 51.7 115.2 114.1 54.9 53.6 148.0 120.6 55.2 53.2 151.8 163.7 (b) 76.4 73.3 145.3 30.1 138.7 25.1 137.2 41.9 49.5 (b) 11.2 140.4
T2
93 - 87
T3
87 - 81
T4
81 - 78
T5
78 - 75
T6
75 - 69
T7
69 - 63
T8
63 - 57
T9
57 - 51
T10
51 - 45
T11
45 - 39
T12
39 - 33
T13
33 - 27
T14
27 - 21
T15
21 - 15
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Pass Pass Fail Pass Fail Pass Fail Pass Pass Fail
RISATower
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T16
T17
Elevation m
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION ACTUAL.
Calle 101 No. 70G - 25.
No.
57 of 57
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Section
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Size
Critical Element
P kg
SF*Pallow kg
Diagonal
L64x64x6
363
5396.39
15541.64
15 - 12
Top Girt Leg
L76x76x6 L152x152x13
353 367
-1917.99 -69831.02
12 - 0
Diagonal Top Girt Leg
L64x64x6 2L76x76x6x10 L152x152x13
377 372 387
-11188.22 -8902.75 -71564.65
Diagonal Horizontal Inner Bracing
L102x102x10 L102x102x6 L76x76x6
394 379 398
-10131.40 -4248.08 -1321.85
14:22:15 09/10/13 Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
34.7 41.0 (b) 6400.40 30.0 84442.04 82.7 96.8 (b) 1729.24 647.0 9681.90 92.0 84010.33 85.2 117.3 (b) 20847.70 48.6 19329.21 22.0 3333.13 39.7 Summary Leg (T11) 163.7 Diagonal 647.0 (T16) Horizontal 22.0 (T17) Top Girt 92.0 (T16) Mid Girt 53.6 (T9) Inner 39.7 Bracing (T17) Bolt Checks 163.7 RATING = 647.0
Pass Pass Pass Fail Pass Fail Pass Pass Pass Fail Fail Pass Pass Pass Pass
Fail Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99m C. ACTUAL EB. CERRO LA PITA.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 99.0000
Tilt (deg) 500
0
Twist (deg) 0.5
0
0.05
0.1 99.0000
93.0000
93.0000
87.0000
87.0000
81.0000
81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
69.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
39.0000
39.0000
33.0000
33.0000
27.0000
27.0000
21.0000
21.0000
15.0000
15.0000
12.0000
12.0000
0.0000 0
0.0000 500
0
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.5
Job:
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
Feedline Distribution Chart 0.0000 - 99.0000 Round
99.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
96.0000
96.0000
96.0000
92.0000
92.0000
92.0000
88.0000
88.0000
88.0000
99.0000
93.0000
93.0000
87.0000
87.0000
83.0000
83.0000 81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
72.0000
72.0000
72.0000
68.5000
68.5000
68.5000
69.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E)
45.0000
39.0000
33.0000
27.0000
27.0000
27.0000
27.0000
24.0000
24.0000
24.0000
45.0000
39.0000
33.0000
27.0000
21.0000
21.0000 18.0000
18.0000
18.0000
15.0000 12.0000
7.5000
7.5000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
7.5000
7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT GRIP E)
Elevation (m)
83.0000
81.0000
15.0000 12.0000
0.0000
DIAGRAMA CABLES GUIA DE ONDA-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
Stress Distribution Chart 0.0000 - 99.0000 > 100%
Elevation (m)
99.0000
90%-100%
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
99.0000
93.0000
93.0000
87.0000
87.0000
81.0000
81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
69.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
39.0000
39.0000
33.0000
33.0000
27.0000
27.0000
21.0000
21.0000
15.0000
15.0000
12.0000
12.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
CONDICION NUEVA. EB. CERRO LA PITA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
330.1 152.0
0.6
6 @ 0.7 C
TYPE
88 88
AT15-250 (N) AT15-250 (N)
104.5 104.5
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
88 88
AT15-250 (N) AT15-250 (N)
104.5 103.5
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
83 83
AT15-250 (N) AT15-250 (N)
103.5 103.5
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
83 83
AT15-250 (N) AT15-250 (N)
103.5 102.5
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
72 72
AT15-250 (N)
102.5
3 ANT TV 0.30x1.20m (E)
72
AT15-250 (N) AT15-250 (N)
102.5 101.5
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
72 68.5
AT15-250 (N) AT15-250 (N)
101.5 101.5
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
68.5 68.5
78.0 m
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
96 96
3 ANT TV 0.30x1.20m (E) 8 FT DISH (1 ANT MW Ø2.40m E)
68.5 27
75.0 m
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
96 96
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)
24 18
6 ANT TV 0.20x0.80m (E)
92
8 FT DISH (1 ANT MW Ø2.40m E)
18
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
92 92
ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5
6 ANT TV 0.20x0.80m (E)
92
L38x38x5
679.6
9@2
N.A.
763.5
L51x51x5
L51x51x5
L102x102x6 L102x102x8
387.1 425.3 1037.2
2.85
B
2.125
N.A.
N.A.
T8
L102x102x10
12 @ 3
B
L64x64x5
A572-50
MARK C
SIZE 2 @ 0.9
Fy 344738 kPa
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
1310.6
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: 799.3%
1310.6
T12
1271.4
N.A.
39.0 m
3.859
1260.4
33.0 m 5@6
4.868
N.A.
1224.3
L51x51x6
1692.0
5.877
27.0 m
N.A.
21.0 m
1577.7
1@3
15.0 m
MAX. CORNER REACTIONS AT BASE: DOWN: 83863 kg UPLIFT: -106438 kg SHEAR: 23605 kg
12.0 m
AXIAL 27340 kg
5254.5
1 @ 12
L76x76x6
N.A.
L102x102x6
8.4
A
7.895
1791.0
6.886
L76x76x6
L64x64x6 L102x102x10
MOMENT 1621489 kg-m
0.0 m
TORQUE 15436 kg-m REACTIONS - 120 kph WIND
Weight (kg)
# Panels @ (m)
Face Width (m)
Inner Bracing
Horizontals
Mid Girts
Top Girts
12.05
23266.7
SHEAR 33329 kg
Diagonal Grade
Diagonals
2L76x76x6x10
GRADE
51.0 m
T13
Leg Grade
A
MATERIAL STRENGTH 1173.9
N.A.
L64x64x5
63.0 m
SIZE
TOWER DESIGN NOTES
A36
A572-50
L64x64x5
L51x51x5
T9
1037.2
SYMBOL LIST MARK
57.0 m
T15
T14
L152x152x10
ELEVATION
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
87.0 m
T16 T17 T18 T19
L152x152x13 Legs
TYPE
105 104.5
45.0 m
Section
ELEVATION
CxMANTENIMIENTO AT15-250 (N)
588.4
1.4
N.A.
L38x38x5
T1
L38x38x5
105 104.5 103.5 102.5 101.5 96 92 88 83 72 68.5 27 24 18 7.5 DESIGNED APPURTENANCE LOADING
69.0 m
L127x127x10
T11
T10
ANT CxMANTENIMIENTO AT15-250 6 3 8 ANT FT DISH GRIP TV (N) 0.20x0.80m 0.25x1.0m 0.30x1.20m (1 1.0x2.50m ANT MW (E) (1 (E) Ø2.40m ANT GRIP E) E)
99.0 m
81.0 m
T7
T6
100.8 m
93.0 m
T5
T4
T3
T2
L76x76x6
105.0 m
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 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 105.0000 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 0.6000 m at the top and 12.0500 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 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg A
12:33:29 09/11/13 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
Tower Elevation m 105.0000-100.80 00 100.8000-99.000 0 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
Assembly Database
Description
Section Width
Number of Sections
Section Length
m 0.6000
1
m 4.2000
0.6000
1
1.8000
1.4000 1.4000 1.4000 1.4000 2.1250 2.8500 2.8500 2.8500 2.8500 2.8500 2.8500 3.8590 4.8680 5.8770 6.8860 7.8950 8.4000
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
6.0000 6.0000 6.0000 3.0000 3.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 12.0000
RISATower I. P. DOLMEN S.A.
3 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 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
Tower Elevation
Diagonal Spacing
Bracing Type
Has Horizontals
Top Girt Offset
Bottom Girt Offset
Diag Down
Has K Brace End Panels No
m 105.0000-100.80 00 100.8000-99.000 0 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
m 0.7000
Yes
mm 0
mm 0
0.9000
Diag Down
No
Yes
0
0
2.0000 2.0000 2.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 12.0000
X Brace X Brace X Brace K Brace Up K Brace Down X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace 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 Yes Yes No No No No No No No No No No 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
Tower Section Geometry (cont’d) Tower Elevation m T1 105.0000-100.80 00 T2 100.8000-99.000 0 T3 99.0000-93.0000 T4 93.0000-87.0000 T5 87.0000-81.0000 T6 81.0000-78.0000 T7 78.0000-75.0000 T8 75.0000-69.0000 T9 69.0000-63.0000 T10 63.0000-57.0000 T11 57.0000-51.0000 T12 51.0000-45.0000 T13
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L76x76x6
A572-50 (344738 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
L76x76x6
A572-50 (344738 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
L76x76x6
Equal Angle
L38x38x5
Equal Angle
L102x102x6
Equal Angle
L38x38x5
Equal Angle
L102x102x8
Equal Angle
L38x38x5
Equal Angle
L102x102x8
Equal Angle
L51x51x5
Equal Angle
L102x102x8
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L127x127x10
Equal Angle
L51x51x5
Equal Angle
L152x152x10
Equal Angle
L51x51x5
Equal Angle
L152x152x10
Equal Angle
L51x51x5
Equal Angle
L152x152x10
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) A572-50 (344738 kPa) A572-50
Equal Angle
L51x51x6
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
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m 45.0000-39.0000 T14 39.0000-33.0000 T15 33.0000-27.0000 T16 27.0000-21.0000 T17 21.0000-15.0000 T18 15.0000-12.0000 T19 12.0000-0.0000
Page
Job
4 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg Type
Leg Size
Equal Angle
L152x152x10
Equal Angle
L152x152x10
Equal Angle
L152x152x10
Equal Angle
L152x152x10
Equal Angle
L152x152x13
Equal Angle
L152x152x13
Leg Grade (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)
Diagonal Type
Diagonal Size
Equal Angle
L51x51x6
Equal Angle
L51x51x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L102x102x10
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Diagonal Grade (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 105.0000-100.80 00 T2 100.8000-99.000 0 T3 99.0000-93.0000 T4 93.0000-87.0000 T5 87.0000-81.0000 T6 81.0000-78.0000 T8 75.0000-69.0000 T9 69.0000-63.0000 T10 63.0000-57.0000 T11 57.0000-51.0000 T12 51.0000-45.0000 T13 45.0000-39.0000 T16 27.0000-21.0000 T17 21.0000-15.0000 T18 15.0000-12.0000
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L51x51x5
Equal Angle
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Double Equal Angle
2L76x76x6x10
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 Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Bottom Girt Size
Bottom Girt Grade
Page
Job
RISATower
5 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 105.0000-100.80 00 T2 100.8000-99.000 0 T3 99.0000-93.0000 T4 93.0000-87.0000 T5 87.0000-81.0000 T6 81.0000-78.0000 T7 78.0000-75.0000 T8 75.0000-69.0000 T9 69.0000-63.0000 T10 63.0000-57.0000 T11 57.0000-51.0000 T12 51.0000-45.0000 T18 15.0000-12.0000 T19 12.0000-0.0000
No. of Mid Girts None
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
Equal Angle
A36 (248211 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
None
Equal Angle
A36 (248211 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
2
Equal Angle
L51x51x5
Equal Angle
2
Equal Angle
L51x51x5
2
Equal Angle
L51x51x5
None
Equal Angle
None
Equal Angle
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
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)
Equal Angle Equal Angle Solid Round
8
Equal Angle
L64x64x5
Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round
8
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)
Tower Section Geometry (cont’d) Tower Elevation
Secondary Horizontal Type
m T19 12.0000-0.0000
Solid Round
Secondary Horizontal Size
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa)
Equal Angle
L76x76x6
A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1
m2 0.0000
mm 0
Gusset Grade Adjust. Factor Af
A36
1
Adjust. Factor Ar 1
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
Page
Job
RISATower
6 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
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 105.0000-100. 8000 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00 T8 75.0000-69.00 00 T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 00 T13 45.0000-39.00 00 T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00 00 T19 12.0000-0.000 0
m2
mm
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
(248211 kPa) 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
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
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)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.45
1
1.5
0
0
RISATower I. P. DOLMEN S.A.
7 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:33:29 09/11/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
m T1 105.0000-100. 8000 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00 T8 75.0000-69.00 00 T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 00 T13 45.0000-39.00 00 T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00
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
1
No
No
1
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 1
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
0.5
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
No
0.5
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1 0.5
1 0.5
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 0.5
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
0.5 0.25
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
0.5 0.25
0.5 0.25
1 1
1 1
No
No
0.5
1 1
1 0.25
1 1
0.45 0.25
0.5 0.25
1 1
1 1
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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.
Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 00 T19 No No 0.125 1 0.25 1 1 0.5 1 0.5 12.0000-0.000 1 0.125 1 1 0.25 1 0.5 0 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 105.0000-100. 8000 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00 T8 75.0000-69.00 00 T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 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
1
0
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
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
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Leg
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T13 45.0000-39.00 00 T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00 00 T19 12.0000-0.000 0
9 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
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
1
Mid Girt
U
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
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Tower Section Geometry (cont’d) Tower Elevation m
T1 105.0000-100. 8000 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 13 A394T0
No.
6
13 A394T0
16 A394T0
6
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 13 A394T0
No.
1
13 A394T0
16 A394T0
1
6
16 A394T0
16 A394T0
8
Sleeve SS
16 A394T0
Sleeve SS
19 A394T0
Sleeve SS
Bolt Size mm 16 A394T0
No.
1
16 A394T0
16 A394T0
1
1
16 A394T0
16 A394T0
1
8
16 A394T0
8
16 A394T0
6
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
1
16 A394T0
16 A394T0
1
2
16 A394T0
2
16 A394T0
1
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
2
16 A394T0
2
16 A394T0
1
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
0
0
0
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
12
16 A394T0
19 A394T0
12
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
2
16 A394T0
16 A394T0
2
12
16 A394T0
19 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Bolt Size mm 16 A394T0
No.
2
16 A394T0
16 A394T0
2
2
16 A394T0
16 A394T0
2
8
16 A394T0
19 A394T0
16
Sleeve SS
19 A394T0
Sleeve SS
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
2
16 A394T0
16 A394T0
2
16
16 A394T0
19 A394T0
16
Sleeve SS
19 A394T0
Sleeve SS Sleeve SS
Sleeve SS
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T8 75.0000-69.00 00 T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 00 T13 45.0000-39.00 00 T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00 00 T19 12.0000-0.000 0
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Leg Connection Type
10 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
16
16 A394T0
19 A394T0
12
19 A394T0
10
8
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
2
2
0
0
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 96.0000 - 0.0000
1
1
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
0
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Description
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT GRIP E) 1 (4 ANT RF N) 1 (4 ANT RF N) 1 (3 ANT RF N) 1 (3 ANT RF N)
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face Allow or Shield Leg D No
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 92.0000 - 0.0000
1
1
Clear Spacing mm 15
T1
T2
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
72.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
72.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
27.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
24.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
18.0000 - 0.0000
2
2
28
28
0.80
D
No
Ar (CfAe)
7.5000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
104.0000 - 0.0000
4
4
32
32
0.86
C
No
Ar (CfAe)
103.0000 - 0.0000
4
4
32
32
0.86
C
No
Ar (CfAe)
102.0000 - 0.0000
3
3
32
32
0.86
C
No
Ar (CfAe)
101.0000 - 0.0000
3
3
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
11 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Tower Elevation m 105.0000-100.800 0 100.8000-99.0000
Face
AR 2
A B C D A B C D
m 0.000 0.000 0.819 0.000 0.000 0.000 0.800 0.000
AF 2
m 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
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 22.27 0.00 0.00 0.00 21.75 0.00
RISATower I. P. DOLMEN S.A.
Tower Section T3
Tower Elevation m 99.0000-93.0000
T4
93.0000-87.0000
T5
87.0000-81.0000
T6
81.0000-78.0000
T7
78.0000-75.0000
T8
75.0000-69.0000
T9
69.0000-63.0000
T10
63.0000-57.0000
T11
57.0000-51.0000
T12
51.0000-45.0000
T13
45.0000-39.0000
T14
39.0000-33.0000
T15
33.0000-27.0000
T16
27.0000-21.0000
T17
21.0000-15.0000
T18
15.0000-12.0000
12 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
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 B C D A B C D A B C D A
m2 0.000 0.000 2.667 0.177 0.000 0.000 2.667 0.707 0.000 0.000 2.667 1.179 0.000 0.000 1.333 0.707 0.000 0.000 1.333 0.707 0.000 0.000 2.667 1.503 0.000 0.000 2.667 1.753 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 2.022 0.000 0.000 2.667 2.275 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 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 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 72.50 4.46 0.00 0.00 72.50 17.86 0.00 0.00 72.50 29.76 0.00 0.00 36.25 17.86 0.00 0.00 36.25 17.86 0.00 0.00 72.50 37.95 0.00 0.00 72.50 44.27 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 51.88 0.00 0.00 72.50 59.11 0.00
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T19
12.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Tower Elevation m
13 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Section
Page
Job
RISATower
12:33:29 09/11/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
B C D A B C D
m2 0.000 1.333 1.222 0.000 0.000 5.334 5.100
m2 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
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Ing. C. Londoño M.
Weight kg 0.00 36.25 31.97 0.00 0.00 145.01 133.89
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
m 105.0000-100.8000 100.8000-99.0000 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
mm 56 161 203 172 165 188 248 263 258 237 220 220 261 349 421 410 451 400 518
mm 0 0 13 45 72 99 131 147 169 156 145 145 172 231 278 311 385 366 496
CPX Ice mm 56 161 203 172 165 188 248 263 258 237 220 220 261 349 421 410 451 400 518
CPZ Ice mm 0 0 13 45 72 99 131 147 169 156 145 145 172 231 278 311 385 366 496
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 105.0000
Offset From Centroid m 0.0000
Azimuth Angle ° 0.0000 No Ice Service
Weight
kg 320.00 320.00
Fx
Fz
kg
Wind Force
kg 0.00 0.00
kg 0.00 0.00
0.00 0.00
CAAC m2 0.0000 0.0000
RISATower I. P. DOLMEN S.A.
14 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Discrete Tower Loads Description
Face or Leg
Offset Type
6 ANT TV 0.20x0.80m (E)
A
From Face
6 ANT TV 0.20x0.80m (E)
B
From Face
6 ANT TV 0.20x0.80m (E)
C
From Face
6 ANT TV 0.20x0.80m (E)
D
From Face
6 ANT TV 0.20x0.80m (E)
A
From Face
6 ANT TV 0.20x0.80m (E)
B
From Face
6 ANT TV 0.20x0.80m (E)
C
From Face
6 ANT TV 0.20x0.80m (E)
D
From Face
6 ANT TV 0.25x1.0m (E)
A
From Face
6 ANT TV 0.25x1.0m (E)
B
From Face
6 ANT TV 0.25x1.0m (E)
C
From Face
6 ANT TV 0.25x1.0m (E)
D
From Face
6 ANT TV 0.25x1.0m (E)
A
From Face
6 ANT TV 0.25x1.0m (E)
B
From Face
6 ANT TV 0.25x1.0m (E)
C
From Face
6 ANT TV 0.25x1.0m (E)
D
From Face
3 ANT TV 0.30x1.20m (E)
A
From Face
3 ANT TV 0.30x1.20m (E)
B
From Face
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
15 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
3 ANT TV 0.30x1.20m (E)
C
From Face
3 ANT TV 0.30x1.20m (E)
D
From Face
3 ANT TV 0.30x1.20m (E)
A
From Face
3 ANT TV 0.30x1.20m (E)
B
From Face
3 ANT TV 0.30x1.20m (E)
C
From Face
3 ANT TV 0.30x1.20m (E)
D
From Face
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)
A
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
A
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
A
From Leg
AT15-250 (N)
C
From Leg
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
102.5000
No Ice
0.4750
0.2600
10.00
0.0000
102.5000
No Ice
0.4750
0.2600
10.00
0.0000
102.5000
No Ice
0.4750
0.2600
10.00
0.0000
101.5000
No Ice
0.4750
0.2600
10.00
0.0000
101.5000
No Ice
0.4750
0.2600
10.00
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Face or Leg
D
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
AT15-250 (N)
16 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000
From Leg
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
101.5000
0.4750
0.2600
10.00
No Ice
Dishes Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) ANT GRIP 1.0x2.50m (1 ANT GRIP E)
B
Paraboloid w/o Radome
From Leg
D
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
D
Paraboloid w/o Radome
From Leg
C
Grid
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
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
° Worst
°
m 27.0000
m 2.4384
Worst
24.0000
Worst
Aperture Area
Weight
No Ice
m2 4.6730
kg 113.85
2.4384
No Ice
4.6730
113.85
18.0000
2.4384
No Ice
4.6730
113.85
Worst
18.0000
2.4384
No Ice
4.6730
113.85
Worst
7.5000
1.8000
No Ice
2.5447
45.00
Tower Pressures - No Ice GH = 1.079 Section Elevation m
z
qz
AG
1.943
kPa 1.32
m2 2.702
99.9000
1.927
1.31
1.880
96.0000
1.905
1.30
8.659
m 102.9000
T2 100.8000-99.0 000 T3 99.0000-93.00 00
T1 105.0000-100. 8000
KZ
F a c e A B C D A B C D A B C D
AF
AR
Aleg
m2 0.944 0.944 0.944 0.944 0.439 0.439 0.439 0.439 1.644 1.644 1.644 1.644
m2 0.000 0.000 0.819 0.000 0.000 0.000 0.800 0.000 0.000 0.000 2.667 0.177
m2 0.640
0.288
0.914
Leg %
67.82 67.82 36.31 67.82 65.51 65.51 23.21 65.51 55.63 55.63 21.21 50.22
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
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
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
m 90.0000
1.87
kPa 1.27
m2 8.737
T5 87.0000-81.00 00
84.0000
1.834
1.25
8.743
T6 81.0000-78.00 00
79.5000
1.805
1.23
5.460
T7 78.0000-75.00 00
76.5000
1.785
1.22
7.635
T8 75.0000-69.00 00
72.0000
1.755
1.20
17.445
T9 69.0000-63.00 00
66.0000
1.712
1.17
17.445
T10 63.0000-57.00 00
60.0000
1.666
1.14
17.523
T11 57.0000-51.00 00
54.0000
1.616
1.10
17.599
T12 51.0000-45.00 00
48.0000
1.563
1.07
17.599
T13 45.0000-39.00 00
42.0000
1.504
1.03
20.628
T14 39.0000-33.00 00
36.0000
1.44
0.98
26.682
T15 33.0000-27.00 00
30.0000
1.366
0.93
32.736
T16 27.0000-21.00 00
24.0000
1.282
0.87
38.790
T17 21.0000-15.00 00
18.0000
1.181
0.80
44.844
T18 15.0000-12.00 00
13.5000
1.088
0.74
24.700
m T4 93.0000-87.00 00
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
z
17 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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 1.938 1.938 1.938 1.938 1.935 1.935 1.935 1.935 1.077 1.077 1.077 1.077 1.182 1.182 1.182 1.182 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.944 2.944 2.944 2.944 3.268 3.268 3.268 3.268 3.264 3.264 3.264 3.264 3.218 3.218 3.218 3.218 3.085 3.085 3.085 3.085 3.166 3.166 3.166 3.166 4.039 4.039 4.039 4.039 4.249 4.249 4.249 4.249 2.768 2.768 2.768 2.768
m2 0.000 0.000 2.667 0.707 0.000 0.000 2.667 1.179 0.000 0.000 1.333 0.707 0.000 0.000 1.333 0.707 0.000 0.000 2.667 1.503 0.000 0.000 2.667 1.753 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 2.022 0.000 0.000 2.667 2.275 0.000 0.000 1.333 1.222
m2 1.219
1.219
0.618
0.618
1.219
1.219
1.524
1.829
1.829
1.842
1.842
1.842
1.842
1.842
0.921
Leg %
62.92 62.92 26.48 46.10 63.02 63.02 26.49 39.16 57.41 57.41 25.65 34.66 52.32 52.32 24.58 32.73 46.59 46.59 23.07 29.59 46.59 46.59 23.07 27.90 51.76 51.76 27.16 32.34 55.96 55.96 30.81 36.32 56.03 56.03 30.83 36.34 57.23 57.23 31.29 36.94 59.69 59.69 32.02 37.95 58.17 58.17 31.57 37.33 45.60 45.60 27.46 30.39 43.35 43.35 26.63 28.23 33.27 33.27 22.45 23.08
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
12:33:29 09/11/13 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 T19 12.0000-0.000 0
KZ
m 6.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
z
18 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
1
kPa 0.68
AG m2 123.738
F a c e A B C D
AF
AR
Aleg
m2 10.584 10.584 10.584 10.584
m2 0.000 0.000 5.334 5.100
m2 3.741
Leg %
35.35 35.35 23.50 23.85
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000
CAAA Out Face m2 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
Tower Pressure - Service GH = 1.079 Section Elevation
z
KZ
qz
AG
m 102.9000
1.943
kPa 0.33
m2 2.702
T2 100.8000-99.0 000
99.9000
1.927
0.33
1.880
T3 99.0000-93.00 00
96.0000
1.905
0.32
8.659
T4 93.0000-87.00 00
90.0000
1.87
0.32
8.737
T5 87.0000-81.00 00
84.0000
1.834
0.31
8.743
T6 81.0000-78.00 00
79.5000
1.805
0.31
5.460
T7 78.0000-75.00 00
76.5000
1.785
0.30
7.635
T8 75.0000-69.00 00
72.0000
1.755
0.30
17.445
T9 69.0000-63.00 00
66.0000
1.712
0.29
17.445
T10 63.0000-57.00 00
60.0000
1.666
0.28
17.523
T11 57.0000-51.00 00
54.0000
1.616
0.28
17.599
m T1 105.0000-100. 8000
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
AF
AR
Aleg
m2 0.944 0.944 0.944 0.944 0.439 0.439 0.439 0.439 1.644 1.644 1.644 1.644 1.938 1.938 1.938 1.938 1.935 1.935 1.935 1.935 1.077 1.077 1.077 1.077 1.182 1.182 1.182 1.182 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.617 2.944 2.944 2.944 2.944 3.268 3.268 3.268
m2 0.000 0.000 0.819 0.000 0.000 0.000 0.800 0.000 0.000 0.000 2.667 0.177 0.000 0.000 2.667 0.707 0.000 0.000 2.667 1.179 0.000 0.000 1.333 0.707 0.000 0.000 1.333 0.707 0.000 0.000 2.667 1.503 0.000 0.000 2.667 1.753 0.000 0.000 2.667 1.768 0.000 0.000 2.667
m2 0.640
0.288
0.914
1.219
1.219
0.618
0.618
1.219
1.219
1.524
1.829
Leg %
67.82 67.82 36.31 67.82 65.51 65.51 23.21 65.51 55.63 55.63 21.21 50.22 62.92 62.92 26.48 46.10 63.02 63.02 26.49 39.16 57.41 57.41 25.65 34.66 52.32 52.32 24.58 32.73 46.59 46.59 23.07 29.59 46.59 46.59 23.07 27.90 51.76 51.76 27.16 32.34 55.96 55.96 30.81
Project
m
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
z
19 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
kPa
m2
T12 51.0000-45.00 00
48.0000
1.563
0.27
17.599
T13 45.0000-39.00 00
42.0000
1.504
0.26
20.628
T14 39.0000-33.00 00
36.0000
1.44
0.25
26.682
T15 33.0000-27.00 00
30.0000
1.366
0.23
32.736
T16 27.0000-21.00 00
24.0000
1.282
0.22
38.790
T17 21.0000-15.00 00
18.0000
1.181
0.20
44.844
T18 15.0000-12.00 00
13.5000
1.088
0.19
24.700
T19 12.0000-0.000 0
6.0000
1
0.17
123.738
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
AF
AR
Aleg
m2 3.268 3.264 3.264 3.264 3.264 3.218 3.218 3.218 3.218 3.085 3.085 3.085 3.085 3.166 3.166 3.166 3.166 4.039 4.039 4.039 4.039 4.249 4.249 4.249 4.249 2.768 2.768 2.768 2.768 10.584 10.584 10.584 10.584
m2 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 2.022 0.000 0.000 2.667 2.275 0.000 0.000 1.333 1.222 0.000 0.000 5.334 5.100
m2
Leg %
1.829
1.842
1.842
1.842
1.842
1.842
0.921
3.741
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
36.32 56.03 56.03 30.83 36.34 57.23 57.23 31.29 36.94 59.69 59.69 32.02 37.95 58.17 58.17 31.57 37.33 45.60 45.60 27.46 30.39 43.35 43.35 26.63 28.23 33.27 33.27 22.45 23.08 35.35 35.35 23.50 23.85
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
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
Self Weight
kg 22.27
kg 330.07
T2 100.8000-99.0 000
21.75
151.99
T3 99.0000-93.00 00
76.97
588.45
T4 93.0000-87.00 00
90.36
679.60
T5
102.27
763.46
m T1 105.0000-100. 8000
F a c e A B C D A B C D A B C D A B C D A
e
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.221
CF
RR
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 2.89
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.595
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
AE
F
w
Ctrl. Face
m2 0.944 0.944 1.589 0.944 0.439 0.439 1.072 0.439 1.644 1.644 3.501 1.749 1.938 1.938 3.836 2.374 1.935
kg 429.06
kglm 102.16
C
286.51
159.17
C
1027.54
171.26
C
1076.84
179.47
C
1055.35
175.89
C
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m 87.0000-81.00 00
kg
kg
T6 81.0000-78.00 00
54.11
387.12
T7 78.0000-75.00 00
54.11
425.33
T8 75.0000-69.00 00
110.45
1037.16
T9 69.0000-63.00 00
116.78
1037.16
T10 63.0000-57.00 00
117.15
1173.89
T11 57.0000-51.00 00
117.15
1310.62
T12 51.0000-45.00 00
117.15
1310.62
T13 45.0000-39.00 00
117.15
1271.41
T14 39.0000-33.00 00
117.15
1224.28
T15 33.0000-27.00 00
117.15
1260.39
T16 27.0000-21.00 00
124.38
1692.01
T17 21.0000-15.00 00
131.61
1791.05
T18 15.0000-12.00 00
68.22
1577.66
T19 12.0000-0.000 0
278.90
5254.48
Sum Weight:
1955.06
23266.74
20 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:33:29 09/11/13
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
0.221 0.526 0.356 0.197 0.197 0.442 0.327 0.155 0.155 0.329 0.247 0.15 0.15 0.303 0.236 0.15 0.15 0.303 0.251 0.168 0.168 0.32 0.269 0.186 0.186 0.337 0.286 0.185 0.185 0.337 0.286 0.156 0.156 0.285 0.242 0.116 0.116 0.216 0.182 0.097 0.097 0.178 0.151 0.104 0.104 0.173 0.156 0.095 0.095 0.154 0.145 0.112 0.112 0.166 0.162 0.086 0.086 0.129 0.127
CF
RR
2.89 2.003 2.406 2.992 2.992 2.175 2.499 3.182 3.182 2.49 2.785 3.205 3.205 2.58 2.83 3.205 3.205 2.58 2.773 3.122 3.122 2.521 2.703 3.042 3.042 2.465 2.639 3.043 3.043 2.466 2.64 3.177 3.177 2.642 2.808 3.371 3.371 2.914 3.059 3.467 3.467 3.076 3.202 3.429 3.429 3.1 3.176 3.477 3.477 3.185 3.226 3.389 3.389 3.131 3.151 3.525 3.525 3.307 3.316
0.595 0.711 0.635 0.59 0.59 0.669 0.624 0.582 0.582 0.625 0.601 0.581 0.581 0.617 0.598 0.581 0.581 0.617 0.602 0.584 0.584 0.622 0.607 0.588 0.588 0.628 0.612 0.588 0.588 0.628 0.612 0.582 0.582 0.612 0.6 0.577 0.577 0.594 0.587 0.575 0.575 0.586 0.582 0.576 0.576 0.585 0.582 0.575 0.575 0.582 0.581 0.576 0.576 0.584 0.583 0.574 0.574 0.578 0.578
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 OTM
AE m2 1.935 3.832 2.683 1.077 1.077 1.970 1.519 1.182 1.182 2.016 1.607 2.617 2.617 4.262 3.516 2.617 2.617 4.262 3.672 2.944 2.944 4.604 4.017 3.268 3.268 4.943 4.349 3.264 3.264 4.939 4.345 3.218 3.218 4.849 4.279 3.085 3.085 4.669 4.123 3.166 3.166 4.729 4.194 4.039 4.039 5.600 5.216 4.249 4.249 5.801 5.570 2.768 2.768 3.547 3.481 10.584 10.584 13.670 13.533 1147504
F
w
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
579.97
193.32
C
672.25
224.08
C
1447.02
241.17
C
1411.49
235.25
C
1449.84
241.64
C
1477.03
246.17
C
1427.39
237.90
C
1445.51
240.92
C
1468.65
244.78
C
1490.68
248.45
C
1668.78
278.13
C
1636.45
272.74
C
905.75
301.92
C
3390.36
282.53
C
24346.46
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
21 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:33:29 09/11/13
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 - No Ice - Wind 45 To Face Section Elevation m
Add Weight
Self Weight
kg 22.27
kg 330.07
T2 100.8000-99.0 000
21.75
151.99
T3 99.0000-93.00 00
76.97
588.45
T4 93.0000-87.00 00
90.36
679.60
T5 87.0000-81.00 00
102.27
763.46
T6 81.0000-78.00 00
54.11
387.12
T7 78.0000-75.00 00
54.11
425.33
T8 75.0000-69.00 00
110.45
1037.16
T9 69.0000-63.00 00
116.78
1037.16
T10 63.0000-57.00 00
117.15
1173.89
T11 57.0000-51.00 00
117.15
1310.62
T12 51.0000-45.00 00
117.15
1310.62
T1 105.0000-100. 8000
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
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.221 0.221 0.526 0.356 0.197 0.197 0.442 0.327 0.155 0.155 0.329 0.247 0.15 0.15 0.303 0.236 0.15 0.15 0.303 0.251 0.168 0.168 0.32 0.269 0.186 0.186 0.337 0.286 0.185 0.185 0.337 0.286
CF
RR
DF
DR
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 2.89 2.89 2.003 2.406 2.992 2.992 2.175 2.499 3.182 3.182 2.49 2.785 3.205 3.205 2.58 2.83 3.205 3.205 2.58 2.773 3.122 3.122 2.521 2.703 3.042 3.042 2.465 2.639 3.043 3.043 2.466 2.64
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.595 0.595 0.711 0.635 0.59 0.59 0.669 0.624 0.582 0.582 0.625 0.601 0.581 0.581 0.617 0.598 0.581 0.581 0.617 0.602 0.584 0.584 0.622 0.607 0.588 0.588 0.628 0.612 0.588 0.588 0.628 0.612
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.166 1.166 1.2 1.2 1.148 1.148 1.2 1.2 1.116 1.116 1.2 1.186 1.113 1.113 1.2 1.177 1.113 1.113 1.2 1.188 1.126 1.126 1.2 1.2 1.139 1.139 1.2 1.2 1.139 1.139 1.2 1.2
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.166 1.166 1.2 1.2 1.148 1.148 1.2 1.2 1.116 1.116 1.2 1.186 1.113 1.113 1.2 1.177 1.113 1.113 1.2 1.188 1.126 1.126 1.2 1.2 1.139 1.139 1.2 1.2 1.139 1.139 1.2 1.2
AE
F
w
Ctrl. Face
m2 1.133 1.133 1.906 1.133 0.516 0.516 1.287 0.516 1.878 1.878 4.201 2.024 2.260 2.260 4.603 2.849 2.256 2.256 4.598 3.219 1.237 1.237 2.364 1.822 1.319 1.319 2.419 1.906 2.911 2.911 5.114 4.139 2.911 2.911 5.114 4.362 3.315 3.315 5.525 4.821 3.723 3.723 5.931 5.219 3.718 3.718 5.926 5.214
kg 514.88
kglm 122.59
C
343.81
191.01
C
1233.05
205.51
C
1292.21
215.37
C
1266.42
211.07
C
695.96
231.99
C
806.70
268.90
C
1736.42
289.40
C
1693.79
282.30
C
1739.81
289.97
C
1772.43
295.41
C
1712.87
285.48
C
RISATower
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Self Weight
kg 117.15
kg 1271.41
T14 39.0000-33.00 00
117.15
1224.28
T15 33.0000-27.00 00
117.15
1260.39
T16 27.0000-21.00 00
124.38
1692.01
T17 21.0000-15.00 00
131.61
1791.05
T18 15.0000-12.00 00
68.22
1577.66
T19 12.0000-0.000 0
278.90
5254.48
Sum Weight:
1955.06
23266.74
T13 45.0000-39.00 00
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Add Weight
22 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Section Elevation
Page
Job
12:33:29 09/11/13
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
e
0.156 0.156 0.285 0.242 0.116 0.116 0.216 0.182 0.097 0.097 0.178 0.151 0.104 0.104 0.173 0.156 0.095 0.095 0.154 0.145 0.112 0.112 0.166 0.162 0.086 0.086 0.129 0.127
CF
RR
DF
DR
AE
3.177 3.177 2.642 2.808 3.371 3.371 2.914 3.059 3.467 3.467 3.076 3.202 3.429 3.429 3.1 3.176 3.477 3.477 3.185 3.226 3.389 3.389 3.131 3.151 3.525 3.525 3.307 3.316
0.582 0.582 0.612 0.6 0.577 0.577 0.594 0.587 0.575 0.575 0.586 0.582 0.576 0.576 0.585 0.582 0.575 0.575 0.582 0.581 0.576 0.576 0.584 0.583 0.574 0.574 0.578 0.578
1.117 1.117 1.2 1.181 1.087 1.087 1.162 1.136 1.073 1.073 1.134 1.113 1.078 1.078 1.13 1.117 1.071 1.071 1.116 1.109 1.084 1.084 1.125 1.121 1.064 1.064 1.096 1.095
1.117 1.117 1.2 1.181 1.087 1.087 1.162 1.136 1.073 1.073 1.134 1.113 1.078 1.078 1.13 1.117 1.071 1.071 1.116 1.109 1.084 1.084 1.125 1.121 1.064 1.064 1.096 1.095 OTM
m2 3.595 3.595 5.819 5.054 3.353 3.353 5.423 4.685 3.396 3.396 5.361 4.668 4.354 4.354 6.326 5.827 4.551 4.551 6.472 6.178 3.001 3.001 3.989 3.903 11.263 11.263 14.988 14.820 1363681 kg-m
F
w
Designed by
Ing. C. Londoño M.
Ctrl. Face
kg 1734.61
kglm 289.10
C
1706.12
284.35
C
1689.89
281.65
C
1885.15
314.19
C
1825.73
304.29
C
1018.55
339.52
C
3717.47
309.79
C
28385.85
Tower Forces - Service - Wind Normal To Face Section Elevation m
Add Weight
Self Weight
kg 22.27
kg 330.07
T2 100.8000-99.0 000
21.75
151.99
T3 99.0000-93.00 00
76.97
588.45
T4 93.0000-87.00 00
90.36
679.60
T5 87.0000-81.00 00
102.27
763.46
T1 105.0000-100. 8000
F a c e A B C D A B C D A B C D A B C D A B C
e
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.221 0.221 0.526
CF
RR
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 2.89 2.89 2.003
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.595 0.595 0.711
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
AE
F
w
Ctrl. Face
m2 0.944 0.944 1.589 0.944 0.439 0.439 1.072 0.439 1.644 1.644 3.501 1.749 1.938 1.938 3.836 2.374 1.935 1.935 3.832
kg 107.27
kglm 25.54
C
71.63
39.79
C
256.88
42.81
C
269.21
44.87
C
263.84
43.97
C
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T6 81.0000-78.00 00
54.11
387.12
T7 78.0000-75.00 00
54.11
425.33
T8 75.0000-69.00 00
110.45
1037.16
T9 69.0000-63.00 00
116.78
1037.16
T10 63.0000-57.00 00
117.15
1173.89
T11 57.0000-51.00 00
117.15
1310.62
T12 51.0000-45.00 00
117.15
1310.62
T13 45.0000-39.00 00
117.15
1271.41
T14 39.0000-33.00 00
117.15
1224.28
T15 33.0000-27.00 00
117.15
1260.39
T16 27.0000-21.00 00
124.38
1692.01
T17 21.0000-15.00 00
131.61
1791.05
T18 15.0000-12.00 00
68.22
1577.66
T19 12.0000-0.000 0
278.90
5254.48
Sum Weight:
1955.06
23266.74
23 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
12:33:29 09/11/13
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
e
0.356 0.197 0.197 0.442 0.327 0.155 0.155 0.329 0.247 0.15 0.15 0.303 0.236 0.15 0.15 0.303 0.251 0.168 0.168 0.32 0.269 0.186 0.186 0.337 0.286 0.185 0.185 0.337 0.286 0.156 0.156 0.285 0.242 0.116 0.116 0.216 0.182 0.097 0.097 0.178 0.151 0.104 0.104 0.173 0.156 0.095 0.095 0.154 0.145 0.112 0.112 0.166 0.162 0.086 0.086 0.129 0.127
CF
RR
2.406 2.992 2.992 2.175 2.499 3.182 3.182 2.49 2.785 3.205 3.205 2.58 2.83 3.205 3.205 2.58 2.773 3.122 3.122 2.521 2.703 3.042 3.042 2.465 2.639 3.043 3.043 2.466 2.64 3.177 3.177 2.642 2.808 3.371 3.371 2.914 3.059 3.467 3.467 3.076 3.202 3.429 3.429 3.1 3.176 3.477 3.477 3.185 3.226 3.389 3.389 3.131 3.151 3.525 3.525 3.307 3.316
0.635 0.59 0.59 0.669 0.624 0.582 0.582 0.625 0.601 0.581 0.581 0.617 0.598 0.581 0.581 0.617 0.602 0.584 0.584 0.622 0.607 0.588 0.588 0.628 0.612 0.588 0.588 0.628 0.612 0.582 0.582 0.612 0.6 0.577 0.577 0.594 0.587 0.575 0.575 0.586 0.582 0.576 0.576 0.585 0.582 0.575 0.575 0.582 0.581 0.576 0.576 0.584 0.583 0.574 0.574 0.578 0.578
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 OTM
AE
F
w
m2 2.683 1.077 1.077 1.970 1.519 1.182 1.182 2.016 1.607 2.617 2.617 4.262 3.516 2.617 2.617 4.262 3.672 2.944 2.944 4.604 4.017 3.268 3.268 4.943 4.349 3.264 3.264 4.939 4.345 3.218 3.218 4.849 4.279 3.085 3.085 4.669 4.123 3.166 3.166 4.729 4.194 4.039 4.039 5.600 5.216 4.249 4.249 5.801 5.570 2.768 2.768 3.547 3.481 10.584 10.584 13.670 13.533 286876 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
144.99
48.33
C
168.06
56.02
C
361.75
60.29
C
352.87
58.81
C
362.46
60.41
C
369.26
61.54
C
356.85
59.47
C
361.38
60.23
C
367.16
61.19
C
372.67
62.11
C
417.20
69.53
C
409.11
68.19
C
226.44
75.48
C
847.59
70.63
C
6086.61
Page
Job
RISATower
24 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - Service - Wind 45 To Face Section Elevation m
Add Weight
Self Weight
kg 22.27
kg 330.07
T2 100.8000-99.0 000
21.75
151.99
T3 99.0000-93.00 00
76.97
588.45
T4 93.0000-87.00 00
90.36
679.60
T5 87.0000-81.00 00
102.27
763.46
T6 81.0000-78.00 00
54.11
387.12
T7 78.0000-75.00 00
54.11
425.33
T8 75.0000-69.00 00
110.45
1037.16
T9 69.0000-63.00 00
116.78
1037.16
T10 63.0000-57.00 00
117.15
1173.89
T11 57.0000-51.00 00
117.15
1310.62
T12 51.0000-45.00 00
117.15
1310.62
T13 45.0000-39.00 00
117.15
1271.41
T14
117.15
1224.28
T1 105.0000-100. 8000
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
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.221 0.221 0.526 0.356 0.197 0.197 0.442 0.327 0.155 0.155 0.329 0.247 0.15 0.15 0.303 0.236 0.15 0.15 0.303 0.251 0.168 0.168 0.32 0.269 0.186 0.186 0.337 0.286 0.185 0.185 0.337 0.286 0.156 0.156 0.285 0.242 0.116
CF
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 2.89 2.89 2.003 2.406 2.992 2.992 2.175 2.499 3.182 3.182 2.49 2.785 3.205 3.205 2.58 2.83 3.205 3.205 2.58 2.773 3.122 3.122 2.521 2.703 3.042 3.042 2.465 2.639 3.043 3.043 2.466 2.64 3.177 3.177 2.642 2.808 3.371
RR
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.595 0.595 0.711 0.635 0.59 0.59 0.669 0.624 0.582 0.582 0.625 0.601 0.581 0.581 0.617 0.598 0.581 0.581 0.617 0.602 0.584 0.584 0.622 0.607 0.588 0.588 0.628 0.612 0.588 0.588 0.628 0.612 0.582 0.582 0.612 0.6 0.577
DF
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.166 1.166 1.2 1.2 1.148 1.148 1.2 1.2 1.116 1.116 1.2 1.186 1.113 1.113 1.2 1.177 1.113 1.113 1.2 1.188 1.126 1.126 1.2 1.2 1.139 1.139 1.2 1.2 1.139 1.139 1.2 1.2 1.117 1.117 1.2 1.181 1.087
DR
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.166 1.166 1.2 1.2 1.148 1.148 1.2 1.2 1.116 1.116 1.2 1.186 1.113 1.113 1.2 1.177 1.113 1.113 1.2 1.188 1.126 1.126 1.2 1.2 1.139 1.139 1.2 1.2 1.139 1.139 1.2 1.2 1.117 1.117 1.2 1.181 1.087
AE
F
w
Ctrl. Face
m2 1.133 1.133 1.906 1.133 0.516 0.516 1.287 0.516 1.878 1.878 4.201 2.024 2.260 2.260 4.603 2.849 2.256 2.256 4.598 3.219 1.237 1.237 2.364 1.822 1.319 1.319 2.419 1.906 2.911 2.911 5.114 4.139 2.911 2.911 5.114 4.362 3.315 3.315 5.525 4.821 3.723 3.723 5.931 5.219 3.718 3.718 5.926 5.214 3.595 3.595 5.819 5.054 3.353
kg 128.72
kglm 30.65
C
85.95
47.75
C
308.26
51.38
C
323.05
53.84
C
316.60
52.77
C
173.99
58.00
C
201.67
67.22
C
434.11
72.35
C
423.45
70.57
C
434.95
72.49
C
443.11
73.85
C
428.22
71.37
C
433.65
72.28
C
426.53
71.09
C
Page
Job
RISATower
25 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
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 39.0000-33.00 00
kg
kg
T15 33.0000-27.00 00
117.15
1260.39
T16 27.0000-21.00 00
124.38
1692.01
T17 21.0000-15.00 00
131.61
1791.05
T18 15.0000-12.00 00
68.22
1577.66
T19 12.0000-0.000 0
278.90
5254.48
Sum Weight:
1955.06
23266.74
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
e
0.116 0.216 0.182 0.097 0.097 0.178 0.151 0.104 0.104 0.173 0.156 0.095 0.095 0.154 0.145 0.112 0.112 0.166 0.162 0.086 0.086 0.129 0.127
CF
RR
DF
DR
3.371 2.914 3.059 3.467 3.467 3.076 3.202 3.429 3.429 3.1 3.176 3.477 3.477 3.185 3.226 3.389 3.389 3.131 3.151 3.525 3.525 3.307 3.316
0.577 0.594 0.587 0.575 0.575 0.586 0.582 0.576 0.576 0.585 0.582 0.575 0.575 0.582 0.581 0.576 0.576 0.584 0.583 0.574 0.574 0.578 0.578
1.087 1.162 1.136 1.073 1.073 1.134 1.113 1.078 1.078 1.13 1.117 1.071 1.071 1.116 1.109 1.084 1.084 1.125 1.121 1.064 1.064 1.096 1.095
1.087 1.162 1.136 1.073 1.073 1.134 1.113 1.078 1.078 1.13 1.117 1.071 1.071 1.116 1.109 1.084 1.084 1.125 1.121 1.064 1.064 1.096 1.095 OTM
AE
F
w
m2 3.353 5.423 4.685 3.396 3.396 5.361 4.668 4.354 4.354 6.326 5.827 4.551 4.551 6.472 6.178 3.001 3.001 3.989 3.903 11.263 11.263 14.988 14.820 340920 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
422.47
70.41
C
471.29
78.55
C
456.43
76.07
C
254.64
84.88
C
929.37
77.45
C
7096.46
Mast Vectors - No Ice Section No. T1
Section Elevation m 105.0000-100.800 0
T2
100.8000-99.0000
T3
99.0000-93.0000
T4
93.0000-87.0000
T5
87.0000-81.0000
T6
81.0000-78.0000
T7
78.0000-75.0000
T8
75.0000-69.0000
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
Directionality
F
Vx
Vz
OTMx
OTMz
kg 429.06
kg
Wind Normal
kg -429.06
kg-m -44151
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
514.88 429.06 286.51 343.81 286.51 1027.54 1233.05 1027.54 1076.84 1292.21 1076.84 1055.35 1266.42 1055.35 579.97 695.96 579.97 672.25 806.70 672.25 1447.02 1736.42 1447.02
364.07 429.06 0.00 243.11 286.51 0.00 871.89 1027.54 0.00 913.73 1076.84 0.00 895.49 1055.35 0.00 492.12 579.97 0.00 570.42 672.25 0.00 1227.84 1447.02
-364.07 0.00 -286.51 -243.11 0.00 -1027.54 -871.89 0.00 -1076.84 -913.73 0.00 -1055.35 -895.49 0.00 -579.97 -492.12 0.00 -672.25 -570.42 0.00 -1447.02 -1227.84 0.00
-37463 0 -28622 -24287 0 -98640 -83699 3 -96903 -82223 13 -88628 -75200 21 -46092 -39108 16 -51405 -43615 22 -104131 -88350 54
Torque kg-m -7
24
-37470 -44158 -11 -24298 -28633 -52 -83754 -98696 -52 -82288 -96968 -52 -75273 -88701 -33 -39156 -46140 -46 -43683 -51473 -104 -88509 -104290
21 0 46 39 0 208 188 14 185 198 48 174 212 76 109 141 57 167 216 88 380 503 213
Project
T10
63.0000-57.0000
T11
57.0000-51.0000
T12
51.0000-45.0000
T13
45.0000-39.0000
T14
39.0000-33.0000
T15
33.0000-27.0000
T16
27.0000-21.0000
T17
21.0000-15.0000
T18
15.0000-12.0000
T19
12.0000-0.0000
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T9
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Section Elevation m 69.0000-63.0000
26 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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 0 45 90 0 45 90
Directionality
F
Vx
kg 1411.49 1693.79 1411.49 1449.84 1739.81 1449.84 1477.03 1772.43 1477.03 1427.39 1712.87 1427.39 1445.51 1734.61 1445.51 1468.65 1706.12 1468.65 1490.68 1689.89 1490.68 1668.78 1885.15 1668.78 1636.45 1825.73 1636.45 905.75 1018.55 905.75 3390.36 3717.47 3390.36
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
Vz
kg 0.00 1197.69 1411.49 0.00 1230.23 1449.84 0.00 1253.30 1477.03 0.00 1211.18 1427.39 0.00 1226.55 1445.51 0.00 1206.41 1468.65 0.00 1194.93 1490.68 0.00 1333.00 1668.78 0.00 1290.99 1636.45 0.00 720.22 905.75 0.00 2628.65 3390.36
kg -1411.49 -1197.69 0.00 -1449.84 -1230.23 0.00 -1477.03 -1253.30 0.00 -1427.39 -1211.18 0.00 -1445.51 -1226.55 0.00 -1468.65 -1206.41 0.00 -1490.68 -1194.93 0.00 -1668.78 -1333.00 0.00 -1636.45 -1290.99 0.00 -905.75 -720.22 0.00 -3390.36 -2628.65 0.00
Designed by
Ing. C. Londoño M.
OTMx
OTMz
Torque
kg-m -93095 -78984 63 -86926 -73750 64 -79696 -67614 64 -68451 -58073 64 -60636 -51440 75 -52774 -43333 98 -44600 -35728 120 -39885 -31826 166 -29237 -23018 220 -12097 -9592 131 -19654 -15084 688
kg-m
kg-m
-104 -79152 -93263 -104 -73918 -87095 -104 -67783 -79864 -104 -58241 -68619 -123 -51638 -60834 -159 -43590 -53031 -196 -36044 -44916 -232 -32225 -40283 -269 -23507 -29725 -148 -9871 -12376 -744 -16516 -21086
364 511 238 344 484 226 324 456 214 314 441 207 377 531 249 513 700 339 628 836 415 685 961 519 738 1080 630 362 552 332 1757 2668 1683
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 20071.82 24346.46
Vz kg -24346.46 -20071.82 0.00
OTMx
OTMz
Torque
kg-m -1145621 -962386 1882
kg-m
kg-m
-2646 -966914 -1150150
7701 10739 5547
Mast Vectors - Service Section No. T1
Section Elevation m 105.0000-100.800 0
Wind Azimuth ° 0 45 90
Directionality
F
Vx
Vz
OTMx
OTMz
kg 107.27
kg
Wind Normal
kg -107.27
kg-m -11038
kg-m
0.00
Wind 90 Wind Normal
128.72 107.27
91.02 107.27
-91.02 0.00
-9366 0
Torque kg-m -7
6
-9373 -11045
5 0
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No. T2
Section Elevation m 100.8000-99.0000
T3
99.0000-93.0000
T4
93.0000-87.0000
T5
87.0000-81.0000
T6
81.0000-78.0000
T7
78.0000-75.0000
T8
75.0000-69.0000
T9
69.0000-63.0000
T10
63.0000-57.0000
T11
57.0000-51.0000
T12
51.0000-45.0000
T13
45.0000-39.0000
T14
39.0000-33.0000
T15
33.0000-27.0000
T16
27.0000-21.0000
T17
21.0000-15.0000
T18
15.0000-12.0000
T19
12.0000-0.0000
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 0 45 90 0 45 90 0 45 90 0 45 90
Page
Job
27 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA. 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 Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
F
Vx
Vz
OTMx
OTMz
Torque
kg 71.63 85.95 71.63 256.88 308.26 256.88 269.21 323.05 269.21 263.84 316.60 263.84 144.99 173.99 144.99 168.06 201.67 168.06 361.75 434.11 361.75 352.87 423.45 352.87 362.46 434.95 362.46 369.26 443.11 369.26 356.85 428.22 356.85 361.38 433.65 361.38 367.16 426.53 367.16 372.67 422.47 372.67 417.20 471.29 417.20 409.11 456.43 409.11 226.44 254.64 226.44 847.59 929.37 847.59
kg
kg -71.63 -60.78 0.00 -256.88 -217.97 0.00 -269.21 -228.43 0.00 -263.84 -223.87 0.00 -144.99 -123.03 0.00 -168.06 -142.61 0.00 -361.75 -306.96 0.00 -352.87 -299.42 0.00 -362.46 -307.56 0.00 -369.26 -313.33 0.00 -356.85 -302.79 0.00 -361.38 -306.64 0.00 -367.16 -301.60 0.00 -372.67 -298.73 0.00 -417.20 -333.25 0.00 -409.11 -322.75 0.00 -226.44 -180.06 0.00 -847.59 -657.16 0.00
kg-m -7156 -6072 0 -24658 -20922 3 -24216 -20546 13 -22141 -18784 21 -11511 -9765 16 -12834 -10887 22 -25992 -22047 54 -23226 -19698 63 -21684 -18389 64 -19876 -16856 64 -17065 -14470 64 -15103 -12804 75 -13120 -10760 98 -11060 -8842 120 -9846 -7832 166 -7144 -5590 220 -2926 -2300 131 -4398 -3255 688
kg-m
kg-m
0.00 60.78 71.63 0.00 217.97 256.88 0.00 228.43 269.21 0.00 223.87 263.84 0.00 123.03 144.99 0.00 142.61 168.06 0.00 306.96 361.75 0.00 299.42 352.87 0.00 307.56 362.46 0.00 313.33 369.26 0.00 302.79 356.85 0.00 306.64 361.38 0.00 301.60 367.16 0.00 298.73 372.67 0.00 333.25 417.20 0.00 322.75 409.11 0.00 180.06 226.44 0.00 657.16 847.59
-11 -6083 -7167 -52 -20977 -24713 -52 -20611 -24281 -52 -18857 -22214 -33 -9813 -11559 -46 -10955 -12902 -104 -22206 -26151 -104 -19866 -23394 -104 -18558 -21852 -104 -17024 -20044 -104 -14639 -17233 -123 -13002 -15301 -159 -11017 -13377 -196 -9158 -11376 -232 -8231 -10245 -269 -6079 -7633 -148 -2579 -3205 -744 -4687 -5829
12 10 0 52 47 3 46 49 12 43 53 19 27 35 14 42 54 22 95 126 53 91 128 60 86 121 57 81 114 53 78 110 52 94 133 62 128 175 85 157 209 104 171 240 130 185 270 158 91 138 83 439 667 421
Page
Job
RISATower
28 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -6086.61 -5017.96 0.00
kg-m -284994 -239185 1882
kg-m
kg-m
0.00 5017.96 6086.61
-2646 -243713 -289522
1925 2685 1387
Discrete Appurtenance Pressures - No Ice Description
6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 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 315.0000 45.0000 135.0000 225.0000 315.0000 45.0000 135.0000 225.0000 315.0000 135.0000 225.0000 315.0000 135.0000 225.0000 Sum Weight:
Weight kg 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 1292.00
Offsetx
Offsetz
m -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -2.0250 0.0000 2.0250 0.0000 -2.0250 0.0000 2.0250 0.0000 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243
m 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -1.4250 0.0000 1.4250 0.0000 -1.4250 0.0000 1.4250 -0.3000 -0.3000 0.7243 0.7243 -0.3000 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243
z m 96.0000 96.0000 96.0000 96.0000 92.0000 92.0000 92.0000 92.0000 88.0000 88.0000 88.0000 88.0000 83.0000 83.0000 83.0000 83.0000 72.0000 72.0000 72.0000 72.0000 68.5000 68.5000 68.5000 68.5000 104.5000 104.5000 104.5000 104.5000 103.5000 103.5000 103.5000 103.5000 102.5000 102.5000 102.5000 101.5000 101.5000 101.5000
Kz 1.905 1.905 1.905 1.905 1.882 1.882 1.882 1.882 1.858 1.858 1.858 1.858 1.828 1.828 1.828 1.828 1.755 1.755 1.755 1.755 1.730 1.730 1.730 1.730 1.952 1.952 1.952 1.952 1.947 1.947 1.947 1.947 1.941 1.941 1.941 1.936 1.936 1.936
qz kPa 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 1.20 1.20 1.20 1.20 1.18 1.18 1.18 1.18 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.32 1.32 1.32 1.32 1.32 1.32
GH = 1.079
CAAC Front m2 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Page
Job
RISATower
29 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice 6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.62 85.73
Vz
kg 21.43 15.15 0.00
OTMx
kg 0.00 60.62 85.73
OTMz
kg-m -21.43 -15.15 0.00
Torque
kg-m -2057 -1455 0
kg-m 62 -5757 -8167
-28 -20 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 85.73 60.62 0.00
Vz
kg 0.00 15.15 21.43
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -85.73 -60.62 0.00
Torque
kg-m -8263 -5853 -34
kg-m 0 -1455 -2057
0 -11 -15
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.62 85.73
Vz
kg 21.43 15.15 0.00
OTMx
kg 0.00 60.62 85.73
OTMz
kg-m -21.43 -15.15 0.00
Torque
kg-m -2057 -1455 0
kg-m -62 -5882 -8292
28 20 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 85.73 60.62 0.00
Vz
kg 0.00 15.15 21.43
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -85.73 -60.62 0.00
Torque
kg-m -8196 -5786 34
kg-m 0 -1455 -2057
0 11 15
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 59.88 84.69
Vz
kg 21.17 14.97 0.00
OTMx
kg 0.00 59.88 84.69
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1948 -1377 0
kg-m 62 -5447 -7729
-28 -19 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 84.69 59.88 0.00
Vz
kg 0.00 14.97 21.17
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -84.69 -59.88 0.00
Torque
kg-m -7825 -5543 -34
kg-m 0 -1377 -1948
0 -10 -15
Page
Job
RISATower
30 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 59.88 84.69
Vz
kg 21.17 14.97 0.00
OTMx
kg 0.00 59.88 84.69
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1948 -1377 0
kg-m -62 -5572 -7854
28 19 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 84.69 59.88 0.00
Vz
kg 0.00 14.97 21.17
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -84.69 -59.88 0.00
Torque
kg-m -7758 -5476 34
kg-m 0 -1377 -1948
0 10 15
6 ANT TV 0.25x1.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 70.95 100.34
Vz
kg 25.09 17.74 0.00
OTMx
kg 0.00 70.95 100.34
OTMz
kg-m -25.09 -17.74 0.00
Torque
kg-m -2208 -1561 0
kg-m 78 -6166 -8752
-33 -23 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 100.34 70.95 0.00
kg 0.00 17.74 25.09
0.00 17.74 25.09
Vz
OTMx
kg -100.34 -70.95 0.00
kg-m
OTMz
Torque
kg-m -8872 -6286 -42
kg-m 0 -1561 -2208
0 -12 -18
6 ANT TV 0.25x1.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 70.95 100.34
Vz
kg 25.09 17.74 0.00
OTMx
kg 0.00 70.95 100.34
OTMz
kg-m -25.09 -17.74 0.00
Torque
kg-m -2208 -1561 0
kg-m -78 -6322 -8908
33 23 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 100.34 70.95 0.00
kg 0.00 17.74 25.09
0.00 17.74 25.09
Vz
OTMx
kg -100.34 -70.95 0.00
kg-m
OTMz
Torque
kg-m -8788 -6202 42
kg-m 0 -1561 -2208
0 12 18
Page
Job
RISATower
31 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 83 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 69.78 98.68
Vz
kg 24.67 17.44 0.00
OTMx
kg 0.00 69.78 98.68
OTMz
kg-m -24.67 -17.44 0.00
Torque
kg-m -2048 -1448 0
kg-m 78 -5714 -8113
-32 -23 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 98.68 69.78 0.00
Vz
kg 0.00 17.44 24.67
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -98.68 -69.78 0.00
Torque
kg-m -8233 -5834 -42
kg-m 0 -1448 -2048
0 -12 -17
6 ANT TV 0.25x1.0m - Elevation 83 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 69.78 98.68
Vz
kg 24.67 17.44 0.00
OTMx
kg 0.00 69.78 98.68
OTMz
kg-m -24.67 -17.44 0.00
Torque
kg-m -2048 -1448 0
kg-m -78 -5870 -8269
32 23 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 98.68 69.78 0.00
Vz
kg 0.00 17.44 24.67
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -98.68 -69.78 0.00
Torque
kg-m -8149 -5750 42
kg-m 0 -1448 -2048
0 12 17
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.88 59.22
Vz
kg 15.79 11.17 0.00
OTMx
kg 0.00 41.88 59.22
OTMz
kg-m -15.79 -11.17 0.00
Torque
kg-m -1137 -804 0
kg-m 73 -2942 -4191
-32 -23 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 59.22 41.88 0.00
Vz
kg 0.00 11.17 15.79
OTMx
kg 0.00 11.17 15.79
OTMz
kg-m -59.22 -41.88 0.00
Torque
kg-m -4315 -3066 -51
kg-m 0 -804 -1137
0 -16 -23
Page
Job
RISATower
32 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.88 59.22
Vz
kg 15.79 11.17 0.00
OTMx
kg 0.00 41.88 59.22
OTMz
kg-m -15.79 -11.17 0.00
Torque
kg-m -1137 -804 0
kg-m -73 -3088 -4337
32 23 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 59.22 41.88 0.00
Vz
kg 0.00 11.17 15.79
OTMx
kg 0.00 11.17 15.79
OTMz
kg-m -59.22 -41.88 0.00
Torque
kg-m -4213 -2964 51
kg-m 0 -804 -1137
0 16 23
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.28 58.38
Vz
kg 15.57 11.01 0.00
OTMx
kg 0.00 41.28 58.38
OTMz
kg-m -15.57 -11.01 0.00
Torque
kg-m -1066 -754 0
kg-m 73 -2755 -3926
-32 -22 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 58.38 41.28 0.00
Vz
kg 0.00 11.01 15.57
OTMx
kg 0.00 11.01 15.57
OTMz
kg-m -58.38 -41.28 0.00
Torque
kg-m -4051 -2879 -51
kg-m 0 -754 -1066
0 -16 -22
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.28 58.38
Vz
kg 15.57 11.01 0.00
OTMx
kg 0.00 41.28 58.38
OTMz
kg-m -15.57 -11.01 0.00
Torque
kg-m -1066 -754 0
kg-m -73 -2901 -4072
32 22 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 58.38 41.28 0.00
Vz
kg 0.00 11.01 15.57
OTMx
kg 0.00 11.01 15.57
OTMz
kg-m -58.38 -41.28 0.00
Torque
kg-m -3948 -2777 51
kg-m 0 -754 -1066
0 16 22
Page
Job
RISATower
33 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 104.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 0.00 49.17
Vz
kg 26.91 38.06 26.91
OTMx
kg -15.74 26.91 53.79
OTMz
kg-m -53.79 -26.91 15.74
Torque
kg-m -5625 -2815 1641
kg-m 1647 -2809 -5619
-11 -16 -11
AT15-250 - Elevation 104.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 69.53 49.17
Vz
kg 26.91 0.00 26.91
OTMx
kg 15.74 49.17 53.79
OTMz
kg-m -53.79 -49.17 -15.74
Torque
kg-m -5625 -5141 -1647
kg-m -1647 -5141 -5625
11 0 -11
AT15-250 - Elevation 104.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 0.00 49.17
Vz
kg 26.91 38.06 26.91
OTMx
kg -15.74 26.91 53.79
OTMz
kg-m -53.79 -26.91 15.74
Torque
kg-m -5614 -2805 1652
kg-m 1637 -2820 -5629
28 39 28
AT15-250 - Elevation 104.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 69.53 49.17
Vz
kg 26.91 0.00 26.91
OTMx
kg 15.74 49.17 53.79
OTMz
kg-m -53.79 -49.17 -15.74
Torque
kg-m -5614 -5131 -1637
kg-m -1637 -5131 -5614
-28 0 28
AT15-250 - Elevation 103.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.03 0.00 49.03
Vz
kg 26.84 37.95 26.84
OTMx
kg -15.69 26.84 53.65
OTMz
kg-m -53.65 -26.84 15.69
Torque
kg-m -5555 -2781 1621
kg-m 1627 -2775 -5549
-11 -16 -11
AT15-250 - Elevation 103.5 - From Leg B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 49.03 69.34 49.03
Vz
kg 26.84 0.00 26.84
OTMx
kg 15.69 49.03 53.65
OTMz
kg-m -53.65 -49.03 -15.69
Torque
kg-m -5555 -5078 -1627
kg-m -1627 -5078 -5555
11 0 -11
Page
Job
RISATower
34 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 103.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.03 0.00 49.03
Vz
kg 26.84 37.95 26.84
OTMx
kg -15.69 26.84 53.65
OTMz
kg-m -53.65 -26.84 15.69
Torque
kg-m -5545 -2770 1631
kg-m 1617 -2785 -5560
27 39 27
AT15-250 - Elevation 103.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.03 69.34 49.03
Vz
kg 26.84 0.00 26.84
OTMx
kg 15.69 49.03 53.65
OTMz
kg-m -53.65 -49.03 -15.69
Torque
kg-m -5545 -5067 -1617
kg-m -1617 -5067 -5545
-27 0 27
AT15-250 - Elevation 102.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.89 0.00 48.89
Vz
kg 26.76 37.85 26.76
OTMx
kg -15.65 26.76 53.50
OTMz
kg-m -53.50 -26.76 15.65
Torque
kg-m -5487 -2746 1601
kg-m 1607 -2740 -5481
-11 -16 -11
AT15-250 - Elevation 102.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.89 0.00 48.89
Vz
kg 26.76 37.85 26.76
OTMx
kg -15.65 26.76 53.50
OTMz
kg-m -53.50 -26.76 15.65
Torque
kg-m -5476 -2736 1611
kg-m 1597 -2751 -5491
27 39 27
AT15-250 - Elevation 102.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.89 69.15 48.89
Vz
kg 26.76 0.00 26.76
OTMx
kg 15.65 48.89 53.50
OTMz
kg-m -53.50 -48.89 -15.65
Torque
kg-m -5476 -5004 -1597
kg-m -1597 -5004 -5476
-27 0 27
AT15-250 - Elevation 101.5 - From Leg A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 48.76 0.00 48.76
Vz
kg 26.69 37.74 26.69
OTMx
kg -15.61 26.69 53.35
OTMz
kg-m -53.35 -26.69 15.61
Torque
kg-m -5418 -2712 1581
kg-m 1587 -2706 -5412
-11 -16 -11
Page
Job
RISATower
35 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 101.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.76 0.00 48.76
Vz
kg 26.69 37.74 26.69
OTMx
kg -15.61 26.69 53.35
OTMz
kg-m -53.35 -26.69 15.61
Torque
kg-m -5408 -2702 1591
kg-m 1577 -2716 -5422
27 39 27
AT15-250 - Elevation 101.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.76 68.95 48.76
Vz
kg 26.69 0.00 26.69
OTMx
kg 15.61 48.76 53.35
OTMz
kg-m -53.35 -48.76 -15.61
Torque
kg-m -5408 -4942 -1577
kg-m -1577 -4942 -5408
-27 0 27
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg -31.25 1372.20 1971.84
kg -1971.84 -1372.20 31.25
kg-m -180890 -125642 3228
kg-m
kg-m
3194 -125676 -180924
-23 91 151
Discrete Appurtenance Pressures - Service Description
6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 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
Weight kg 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 36.00 36.00 36.00 36.00 36.00
Offsetx
Offsetz
m -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -2.0250 0.0000 2.0250 0.0000 -2.0250
m 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -1.4250 0.0000 1.4250 0.0000
z m 96.0000 96.0000 96.0000 96.0000 92.0000 92.0000 92.0000 92.0000 88.0000 88.0000 88.0000 88.0000 83.0000 83.0000 83.0000 83.0000 72.0000 72.0000 72.0000 72.0000 68.5000
Kz 1.905 1.905 1.905 1.905 1.882 1.882 1.882 1.882 1.858 1.858 1.858 1.858 1.828 1.828 1.828 1.828 1.755 1.755 1.755 1.755 1.730
qz kPa 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.29
GH = 1.079
CAAC Front m2 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.4500 0.4500 0.4500 0.4500 0.4500
CAAC Side m2 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1200 0.1200 0.1200 0.1200 0.1200
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
36 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 0.0000 90.0000 180.0000 315.0000 45.0000 135.0000 225.0000 315.0000 45.0000 135.0000 225.0000 315.0000 135.0000 225.0000 315.0000 135.0000 225.0000 Sum Weight:
Weight kg 36.00 36.00 36.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 1292.00
Offsetx
Offsetz
z
m 0.0000 2.0250 0.0000 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243
m -1.4250 0.0000 1.4250 -0.3000 -0.3000 0.7243 0.7243 -0.3000 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243
m 68.5000 68.5000 68.5000 104.5000 104.5000 104.5000 104.5000 103.5000 103.5000 103.5000 103.5000 102.5000 102.5000 102.5000 101.5000 101.5000 101.5000
Kz
qz
1.730 1.730 1.730 1.952 1.952 1.952 1.952 1.947 1.947 1.947 1.947 1.941 1.941 1.941 1.936 1.936 1.936
kPa 0.29 0.29 0.29 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
CAAC Front m2 0.4500 0.4500 0.4500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.1200 0.1200 0.1200 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.15 21.43
Vz
kg 5.36 3.79 0.00
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -5.36 -3.79 0.00
Torque
kg-m -514 -364 0
kg-m 62 -1392 -1995
-7 -5 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.43 15.15 0.00
Vz
kg 0.00 3.79 5.36
OTMx
kg 0.00 3.79 5.36
OTMz
kg-m -21.43 -15.15 0.00
Torque
kg-m -2091 -1488 -34
kg-m 0 -364 -514
0 -3 -4
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.15 21.43
Vz
kg 5.36 3.79 0.00
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -5.36 -3.79 0.00
Torque
kg-m -514 -364 0
kg-m -62 -1517 -2120
7 5 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 21.43 15.15
Vz
kg 0.00 3.79
OTMx
kg 0.00 3.79
OTMz
kg-m -21.43 -15.15
Torque
kg-m -2024 -1421
kg-m 0 -364
0 3
Page
Job
RISATower
37 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 5.36
OTMx
kg 5.36
OTMz
kg-m 0.00
Torque
kg-m 34
kg-m -514
4
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 14.97 21.17
Vz
kg 5.29 3.74 0.00
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -5.29 -3.74 0.00
Torque
kg-m -487 -344 0
kg-m 62 -1315 -1885
-7 -5 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.17 14.97 0.00
Vz
kg 0.00 3.74 5.29
OTMx
kg 0.00 3.74 5.29
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1981 -1411 -34
kg-m 0 -344 -487
0 -3 -4
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 14.97 21.17
Vz
kg 5.29 3.74 0.00
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -5.29 -3.74 0.00
Torque
kg-m -487 -344 0
kg-m -62 -1440 -2010
7 5 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.17 14.97 0.00
Vz
kg 0.00 3.74 5.29
OTMx
kg 0.00 3.74 5.29
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1914 -1344 34
kg-m 0 -344 -487
0 3 4
6 ANT TV 0.25x1.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.74 25.09
Vz
kg 6.27 4.43 0.00
OTMx
kg 0.00 17.74 25.09
OTMz
kg-m -6.27 -4.43 0.00
Torque
kg-m -552 -390 0
kg-m 78 -1483 -2130
-8 -6 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 25.09 17.74
Vz
kg 0.00 4.43
OTMx
kg 0.00 4.43
OTMz
kg-m -25.09 -17.74
Torque
kg-m -2250 -1603
kg-m 0 -390
0 -3
Page
Job
RISATower
38 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.27
OTMx
kg 6.27
OTMz
kg-m 0.00
Torque
kg-m -42
kg-m -552
-4
6 ANT TV 0.25x1.0m - Elevation 88 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 17.74 25.09
Vz
kg 6.27 4.43 0.00
OTMx
kg 0.00 17.74 25.09
OTMz
kg-m -6.27 -4.43 0.00
Torque
kg-m -552 -390 0
kg-m -78 -1639 -2286
8 6 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.09 17.74 0.00
Vz
kg 0.00 4.43 6.27
OTMx
kg 0.00 4.43 6.27
OTMz
kg-m -25.09 -17.74 0.00
Torque
kg-m -2166 -1519 42
kg-m 0 -390 -552
0 3 4
6 ANT TV 0.25x1.0m - Elevation 83 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.44 24.67
Vz
kg 6.17 4.36 0.00
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -6.17 -4.36 0.00
Torque
kg-m -512 -362 0
kg-m 78 -1370 -1970
-8 -6 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 24.67 17.44 0.00
Vz
kg 0.00 4.36 6.17
OTMx
kg 0.00 4.36 6.17
OTMz
kg-m -24.67 -17.44 0.00
Torque
kg-m -2090 -1490 -42
kg-m 0 -362 -512
0 -3 -4
6 ANT TV 0.25x1.0m - Elevation 83 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.44 24.67
Vz
kg 6.17 4.36 0.00
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -6.17 -4.36 0.00
Torque
kg-m -512 -362 0
kg-m -78 -1526 -2126
8 6 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 24.67 17.44
Vz
kg 0.00 4.36
OTMx
kg 0.00 4.36
OTMz
kg-m -24.67 -17.44
Torque
kg-m -2006 -1406
kg-m 0 -362
0 3
Page
Job
RISATower
39 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.17
OTMx
kg 6.17
OTMz
kg-m 0.00
Torque
kg-m 42
kg-m -512
4
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 10.47 14.81
Vz
kg 3.95 2.79 0.00
OTMx
kg 0.00 10.47 14.81
OTMz
kg-m -3.95 -2.79 0.00
Torque
kg-m -284 -201 0
kg-m 73 -681 -993
-8 -6 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.81 10.47 0.00
Vz
kg 0.00 2.79 3.95
OTMx
kg 0.00 2.79 3.95
OTMz
kg-m -14.81 -10.47 0.00
Torque
kg-m -1117 -805 -51
kg-m 0 -201 -284
0 -4 -6
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.47 14.81
Vz
kg 3.95 2.79 0.00
OTMx
kg 0.00 10.47 14.81
OTMz
kg-m -3.95 -2.79 0.00
Torque
kg-m -284 -201 0
kg-m -73 -827 -1139
8 6 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.81 10.47 0.00
Vz
kg 0.00 2.79 3.95
OTMx
kg 0.00 2.79 3.95
OTMz
kg-m -14.81 -10.47 0.00
Torque
kg-m -1015 -702 51
kg-m 0 -201 -284
0 4 6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.32 14.60
Vz
kg 3.89 2.75 0.00
OTMx
kg 0.00 10.32 14.60
OTMz
kg-m -3.89 -2.75 0.00
Torque
kg-m -267 -189 0
kg-m 73 -634 -927
-8 -6 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 14.60 10.32
Vz
kg 0.00 2.75
OTMx
kg 0.00 2.75
OTMz
kg-m -14.60 -10.32
Torque
kg-m -1051 -758
kg-m 0 -189
0 -4
Page
Job
RISATower
40 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 3.89
OTMx
kg 3.89
OTMz
kg-m 0.00
Torque
kg-m -51
kg-m -267
-6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 10.32 14.60
Vz
kg 3.89 2.75 0.00
OTMx
kg 0.00 10.32 14.60
OTMz
kg-m -3.89 -2.75 0.00
Torque
kg-m -267 -189 0
kg-m -73 -780 -1073
8 6 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.60 10.32 0.00
Vz
kg 0.00 2.75 3.89
OTMx
kg 0.00 2.75 3.89
OTMz
kg-m -14.60 -10.32 0.00
Torque
kg-m -949 -656 51
kg-m 0 -189 -267
0 4 6
AT15-250 - Elevation 104.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.29 0.00 12.29
Vz
kg 6.73 9.51 6.73
OTMx
kg -3.93 6.73 13.45
OTMz
kg-m -13.45 -6.73 3.93
Torque
kg-m -1408 -706 408
kg-m 414 -700 -1402
-3 -4 -3
AT15-250 - Elevation 104.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.29 17.38 12.29
Vz
kg 6.73 0.00 6.73
OTMx
kg 3.93 12.29 13.45
OTMz
kg-m -13.45 -12.29 -3.93
Torque
kg-m -1408 -1287 -414
kg-m -414 -1287 -1408
3 0 -3
AT15-250 - Elevation 104.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.29 0.00 12.29
Vz
kg 6.73 9.51 6.73
OTMx
kg -3.93 6.73 13.45
OTMz
kg-m -13.45 -6.73 3.93
Torque
kg-m -1398 -696 418
kg-m 404 -710 -1413
7 10 7
AT15-250 - Elevation 104.5 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 12.29 17.38
Vz
kg 6.73 0.00
OTMx
kg 3.93 12.29
OTMz
kg-m -13.45 -12.29
Torque
kg-m -1398 -1277
kg-m -404 -1277
-7 0
Page
Job
RISATower
41 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 104.5 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 12.29
Vz
kg 6.73
OTMx
kg 13.45
OTMz
kg-m -3.93
Torque
kg-m -404
kg-m -1398
7
AT15-250 - Elevation 103.5 - From Leg A
Fs
kg
0 45 90
Vx
kg 12.26 0.00 12.26
Vz
kg 6.71 9.49 6.71
OTMx
kg -3.92 6.71 13.41
OTMz
kg-m -13.41 -6.71 3.92
Torque
kg-m -1391 -697 403
kg-m 409 -691 -1385
-3 -4 -3
AT15-250 - Elevation 103.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.26 17.34 12.26
Vz
kg 6.71 0.00 6.71
OTMx
kg 3.92 12.26 13.41
OTMz
kg-m -13.41 -12.26 -3.92
Torque
kg-m -1391 -1272 -409
kg-m -409 -1272 -1391
3 0 -3
AT15-250 - Elevation 103.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.26 0.00 12.26
Vz
kg 6.71 9.49 6.71
OTMx
kg -3.92 6.71 13.41
OTMz
kg-m -13.41 -6.71 3.92
Torque
kg-m -1381 -687 413
kg-m 399 -702 -1395
7 10 7
AT15-250 - Elevation 103.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.26 17.34 12.26
Vz
kg 6.71 0.00 6.71
OTMx
kg 3.92 12.26 13.41
OTMz
kg-m -13.41 -12.26 -3.92
Torque
kg-m -1381 -1261 -399
kg-m -399 -1261 -1381
-7 0 7
AT15-250 - Elevation 102.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.22 0.00 12.22
Vz
kg 6.69 9.46 6.69
OTMx
kg -3.91 6.69 13.37
OTMz
kg-m -13.37 -6.69 3.91
Torque
kg-m -1374 -689 398
kg-m 404 -683 -1368
-3 -4 -3
AT15-250 - Elevation 102.5 - From Leg C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 12.22 0.00
Vz
kg 6.69 9.46
OTMx
kg -3.91 6.69
OTMz
kg-m -13.37 -6.69
Torque
kg-m -1364 -679
kg-m 394 -693
7 10
Page
Job
RISATower
42 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 102.5 - From Leg C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
12.22
6.69
OTMx
kg
OTMz
kg-m
13.37
3.91
Torque
kg-m 408
kg-m -1378
7
AT15-250 - Elevation 102.5 - From Leg D
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.22 17.29 12.22
6.69 0.00 6.69
OTMx
kg
OTMz
kg-m
3.91 12.22 13.37
-13.37 -12.22 -3.91
Torque
kg-m -1364 -1246 -394
kg-m -394 -1246 -1364
-7 0 7
AT15-250 - Elevation 101.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.19 0.00 12.19
6.67 9.44 6.67
OTMx
kg
OTMz
kg-m
-3.90 6.67 13.34
-13.34 -6.67 3.90
Torque
kg-m -1357 -680 393
kg-m 399 -674 -1351
-3 -4 -3
AT15-250 - Elevation 101.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.19 0.00 12.19
6.67 9.44 6.67
OTMx
kg
OTMz
kg-m
-3.90 6.67 13.34
-13.34 -6.67 3.90
Torque
kg-m -1346 -670 403
kg-m 389 -684 -1361
7 10 7
AT15-250 - Elevation 101.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.19 17.24 12.19
6.67 0.00 6.67
OTMx
kg
OTMz
kg-m
3.90 12.19 13.34
-13.34 -12.19 -3.90
Torque
kg-m -1346 -1230 -389
kg-m -389 -1230 -1346
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -492.96 -343.05 7.81
kg-m
kg-m
kg-m
-7.81 343.05 492.96
-45192 -31381 837
803 -31415 -45226
-6 23 38
-7 0 7
Page
Job
RISATower
43 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Dish Pressures - No Ice Elevation m 27.0000 24.0000 18.0000 18.0000 7.5000
Dish Description
Aiming Azimuth ° 45.0000 225.0000 135.0000 225.0000 135.0000 Sum Weight:
8 FT DISH 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Weight kg 113.85 113.85 113.85 113.85 45.00 500.40
Offsetx m
Offsetz m
3.1506 -3.4029 3.9074 -3.9074 5.0965
Kz
-3.1506 3.4029 3.9074 3.9074 5.0965
AA m2
1.326 1.282 1.181 1.181 1.000
qz kPa
4.6730 4.6730 4.6730 4.6730 2.5447
0.90 0.87 0.80 0.80 0.68
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
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.001520 0.001520 0.001520
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
8 FT DISH - Elevation 27 - From Leg B FA FS FM Vx kg 773.25 773.25 773.25
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 546.77 773.25
8 FT DISH - Elevation 24 - From Leg D FA FS FM Vx kg 747.66 747.66 747.66
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 528.68 747.66
8 FT DISH - Elevation 18 - From Leg C FA FS FM Vx kg 688.66 688.66 688.66
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 486.96 688.66
8 FT DISH - Elevation 18 - From Leg D FA FS FM Vx kg 688.66 688.66 688.66
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 486.96 688.66
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C FA FS FM Vx kg 113.31 113.31 113.31
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 80.12 113.31
Vz kg -773.25 -546.77 0.00
Vz kg -747.66 -528.68 0.00
Vz kg -688.66 -486.96 0.00
Vz kg -688.66 -486.96 0.00
Vz kg -113.31 -80.12 0.00
OTMx
OTMz
kg-m -21236 -15121 -359
kg-m
OTMx
OTMz
kg-m -17556 -12301 387
kg-m
OTMx
OTMz
kg-m -11951 -8320 445
kg-m
OTMx
OTMz
kg-m -11951 -8320 445
kg-m
OTMx
OTMz
kg-m
kg-m -620 -372 229
-359 -15121 -21236
387 -12301 -17556
-445 -9210 -12841
445 -8320 -11951
-229 -830 -1079
Torque kg-m 2436 0 -2436
Torque kg-m -2544 0 2544
Torque kg-m 2691 3805 2691
Torque kg-m -2691 0 2691
Torque kg-m 577 817 577
Page
Job
RISATower
44 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3011.55 -2129.49 0.00
kg-m
kg-m
kg-m
0.00 2129.49 3011.55
-63316 -44435 1148
-201 -45783 -64664
470 4622 6067
Dish Pressures - Service Elevation m 27.0000 24.0000 18.0000 18.0000 7.5000
Dish Description
Aiming Azimuth ° 45.0000 225.0000 135.0000 225.0000 135.0000 Sum Weight:
8 FT DISH 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Weight kg 113.85 113.85 113.85 113.85 45.00 500.40
Offsetx m
Offsetz m
3.1506 -3.4029 3.9074 -3.9074 5.0965
Kz
-3.1506 3.4029 3.9074 3.9074 5.0965
AA m2
1.326 1.282 1.181 1.181 1.000
qz kPa
4.6730 4.6730 4.6730 4.6730 2.5447
0.23 0.22 0.20 0.20 0.17
Dish Vectors - Service Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45 90
Wind Azimuth ° 0 45
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 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
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
8 FT DISH - Elevation 27 - From Leg B FA FS FM Vx kg 193.31 193.31 193.31
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 136.69 193.31
8 FT DISH - Elevation 24 - From Leg D FA FS FM Vx kg 186.92 186.92 186.92
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 132.17 186.92
8 FT DISH - Elevation 18 - From Leg C FA FS FM Vx kg 172.17 172.17 172.17
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 121.74 172.17
8 FT DISH - Elevation 18 - From Leg D FA FS FM Vx kg 172.17 172.17
kg
kg 0.00 0.00
kg 0.00 0.00
0.00 121.74
Vz kg -193.31 -136.69 0.00
Vz kg -186.92 -132.17 0.00
Vz kg -172.17 -121.74 0.00
Vz kg -172.17 -121.74
OTMx
OTMz
kg-m -5578 -4049 -359
kg-m
OTMx
OTMz
kg-m -4099 -2785 387
kg-m
OTMx
OTMz
kg-m -2654 -1746 445
kg-m
OTMx
OTMz
kg-m -2654 -1746
kg-m
-359 -4049 -5578
387 -2785 -4099
-445 -2636 -3544
445 -1746
Torque kg-m 609 0 -609
Torque kg-m -636 0 636
Torque kg-m 673 951 673
Torque kg-m -673 0
Project
0.004260
Wind Azimuth ° 0 45 90
CA 0.001520 0.001520 0.001520
8 FT DISH - Elevation 18 - From Leg D FA FS FM Vx kg 0.00
Vz
kg 172.17
0.00
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C FA FS FM Vx
CM
0.000000 0.000000 0.000000
kg
kg 172.17
0.000000
CS
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM
0.000000
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
CA
45 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth ° 90
Page
Job
RISATower
0.000000 0.000000 0.000000
kg 28.33 28.33 28.33
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 20.03 28.33
OTMx
kg
OTMz
kg-m 0.00
OTMx
kg -28.33 -20.03 0.00
kg-m
Torque
kg-m -2654
445
Vz
Ing. C. Londoño M.
OTMz
Torque
kg-m 17 79 229
kg-m 673
-229 -380 -442
kg-m 144 204 144
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -752.89 -532.37 0.00
kg-m
kg-m
kg-m
0.00 532.37 752.89
-14968 -10248 1148
-201 -11596 -16316
117 1156 1517
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 105
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
kg-m 0 0 0
User Load Totals - No Ice Wind Azimuth °
Torque
0 0 0
0 0 0
Page
Job
RISATower
46 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
12:33:29 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
User Load Vectors - Service CxMANTENIMIENTO - Elevation 105
Wind Azimuth °
Offsetx
0 45 90
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
kg-m
0 0 0
0 0 0
0 0 0
Force Totals Load Case
Vertical Forces
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
kg 11728.78 11537.96 23266.74 27334.20
Sum of Forces X kg
Sum of Forces Z kg
-31.25 23573.51 29329.85
-29329.85 -23573.51 31.25
-7.81 5893.38 7332.46
-7332.46 -5893.38 7.81
27334.20
Sum of Overturning Moments, Mx kg-m
3070 3070 -1389827 -1132463 6258 3070 -347036 -282695 1985
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
-2841 -2841 347 -1138373 -1395737 -2841 602 -284078 -348419
Sum of Torques
kg-m
8148 15452 11766 2037 3863 2941
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 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
105 - 100.8
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
Diagonal
Horizontal
Top Girt
T2
100.8 - 99
Leg
Diagonal
Horizontal
Top Girt
T3
99 - 93
47 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Leg
Diagonal
Gov. Load Comb. 4 3 3 3 3 3 3 3 3 3 3 3 4 3 5 3 5 3 3 2 5 3 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 3 3 2 2 3 2 3 3 4 2 2 2 2 3
Force kg 2246.80 -3230.80 731.16 -64.20 371.64 399.15 1449.22 -1653.68 280.67 1449.22 -1.28 -0.12 647.75 -569.78 3.96 150.36 1.20 0.00 72.08 -23.57 0.51 16.94 1.20 -0.00 3453.72 -3610.61 463.77 463.77 -281.30 -272.60 1368.75 -1530.96 -176.16 -43.77 2.44 0.75 384.32 -437.32 -7.79 384.32 -1.96 -0.44 749.62 -515.49 -515.49 9.29 1.17 -0.26 11015.71 -5147.65 -3476.26 1953.42 -79.73 79.84 2075.69
Major Axis Moment kg-m -2 150 -192 -191 53 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -7 -24 -192 -192 61 47 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 -22 -30 -4 -30 -4 0
Minor Axis Moment kg-m 3 152 -191 -193 46 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -8 -38 -192 -192 36 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 3 4 30 4 30 0
12:33:29 09/11/13 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
93 - 87
Leg
Diagonal
Top Girt
Mid Girt
T5
87 - 81
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Elevation m
48 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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. 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 3 3 3 4 2 1 3 1 3 4 4 1 3 1 3 3 3 3 3 2 2 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 2 2
Force kg -1483.29 2072.54 -1479.15 4.03 12.58 738.45 -561.59 76.58 612.88 3.80 -0.00 962.31 -834.48 70.29 781.06 3.80 0.00 26239.37 -12307.82 -8438.26 -8137.59 88.02 -88.04 3448.92 -2612.36 3116.06 -2608.24 -4.35 33.22 1149.18 -1014.24 75.03 939.10 3.80 0.00 1747.63 -1582.63 92.66 1299.10 3.80 0.01 50338.85 -29144.60 -29144.60 -29144.60 -200.32 -184.83 6407.73 -3434.42 5322.37 -3430.32 -11.44 64.93 1968.79 -1790.26 94.08 1336.81 3.80 0.01 2133.97 -2176.16
Major Axis Moment kg-m 0 3 1 3 0 0 0 -1 0 0 0 0 0 -1 0 0 0 24 -19 -55 37 -45 -13 2 0 4 -1 4 0 0 0 -1 0 0 0 0 0 -1 0 0 0 64 -238 -238 -238 -110 27 -5 0 12 -9 12 0 0 0 -1 0 0 0 0 0
Minor Axis Moment kg-m 0 -4 15 -4 0 0 0 0 0 0 0 0 0 0 0 0 0 29 -15 40 -51 12 46 -5 0 6 40 6 0 0 0 0 0 0 0 0 0 0 0 0 0 70 -239 -239 -239 30 -106 -18 0 18 79 18 0 0 0 0 0 0 0 0 0
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T6
81 - 78
Component Type
Leg
Diagonal
Top Girt
T7
78 - 75
Leg
Diagonal
Horizontal
T8
75 - 69
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Elevation m
49 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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. 1 3 1 3 3 3 3 3 3 3 3 3 4 3 4 3 3 3 2 3 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1
Force kg 114.70 1274.83 3.80 0.01 36295.49 -22198.87 -22115.98 -22115.98 -146.71 -136.61 12336.07 -7099.25 -4772.26 12336.07 2.20 -1.52 1860.49 -1073.22 387.12 1860.49 3.77 -0.46 36165.30 -22277.67 -5691.31 -5460.39 -110.69 119.27 6991.36 -5772.94 -1221.36 6991.36 4.14 -1.53 338.95 -503.92 -466.41 323.54 -13.50 -184.11 40823.01 -38460.46 -4212.36 -4419.94 -138.96 138.77 4249.83 -4554.63 1441.73 -1667.62 -6.92 22.47 4894.13 -4356.10 270.77 -3588.92 -9.76 0.01 2082.87 -2034.54 143.67
Major Axis Moment kg-m -1 0 0 0 -101 1 -238 -238 -238 75 0 0 -2 0 0 0 0 0 -1 0 0 0 75 4 -119 62 -86 -32 0 0 -3 0 0 0 5 -1 11 6 11 0 33 -49 -74 -65 -71 -17 0 0 6 2 6 0 0 0 -7 0 0 0 0 0 -7
Minor Axis Moment kg-m 0 0 0 0 -98 16 -239 -239 -239 92 0 0 0 1 0 0 0 0 0 0 0 0 92 7 81 -101 35 91 0 0 0 1 0 0 174 174 195 195 195 0 47 -40 66 77 15 71 0 0 0 46 0 0 0 0 0 0 0 0 0 0 0
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T9
69 - 63
Component Type
Leg
Diagonal
Top Girt
Mid Girt
T10
63 - 57
Leg
Diagonal
Top Girt
Mid Girt
T11
57 - 51
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Elevation m
50 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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 2 2 3 3 3 4 3 4 3 2 1 3 1 3 2 3 1 3 1 3 3 3 3 3 2 2 3 3 3 4 3 4 2 3 1 3 1 3 2 3 1 3 1 3 3 3 3 3 2 2 3 3 3 4
Force kg -1845.48 9.76 -0.01 56010.86 -55964.24 -3930.07 -3930.07 -129.16 129.11 6176.47 -5006.50 1827.43 -1705.88 -7.54 34.83 2212.39 -2357.69 175.38 -2320.10 -9.76 0.01 2212.53 -2390.56 194.20 -2390.03 9.76 -0.01 74928.94 -75541.61 -4315.01 -4315.01 105.29 -105.57 7161.86 -5378.05 2231.78 -1489.09 -7.74 -36.63 2214.10 -2389.78 188.29 2130.32 -9.76 -0.01 2212.66 -2421.44 183.13 2120.26 9.76 0.01 97746.70 -96890.24 -5731.86 -5132.79 111.10 -111.94 8371.63 -5701.75 2588.39 -1458.36
Major Axis Moment kg-m 0 0 0 41 -52 -85 -85 -70 -14 0 0 7 1 7 0 0 0 -7 0 0 0 0 0 -7 0 0 0 50 -64 -126 -126 -93 -33 0 0 8 1 8 0 0 0 -7 0 0 0 0 0 -7 0 0 0 64 -92 -187 158 -135 -66 5 0 8 0
Minor Axis Moment kg-m 0 0 0 52 -42 79 79 12 71 0 0 -61 72 -61 0 0 0 0 0 0 0 0 0 0 0 0 0 60 -56 117 117 27 95 0 0 -65 -75 -65 0 0 0 0 0 0 0 0 0 0 0 0 0 74 -86 167 -178 54 141 34 0 -70 -80
12:33:29 09/11/13 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
T12
51 - 45
Leg
Diagonal
Top Girt
Mid Girt
T13
45 - 39
Leg
Diagonal
Top Girt
T14
39 - 33
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Elevation m
51 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
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 2 3 1 3 1 3 2 3 1 3 1 3 3 3 3 3 3 3 3 3 3 4 3 4 2 3 1 3 1 3 4 3 1 3 1 3 3 3 3 3 3 2 2 3 3 3 3 3 4 3 2 3 2 3 3 3 3 3 3
Force kg -7.94 -38.72 2220.45 -2434.57 181.93 2090.84 -9.76 -0.01 2201.60 -2454.12 178.49 2062.90 9.76 0.01 124973.39 -119581.76 -8974.45 -8287.68 -255.12 -232.21 12601.04 -5890.65 2842.39 -1806.11 -8.78 54.59 2258.92 -2569.94 190.41 2092.96 -9.76 -0.00 2129.75 -2503.00 231.48 1931.49 9.76 0.00 128578.52 -118824.27 -12716.49 -12188.21 286.94 -239.63 14158.19 -6321.43 -3368.78 -6302.36 12.48 -52.24 4350.81 -5939.21 -5101.97 3870.94 9.73 -0.82 120988.01 -102829.16 -14892.90 -14386.66 -224.56
Major Axis Moment kg-m 8 0 0 0 -7 0 0 0 0 0 -7 0 0 0 29 -307 -337 228 -337 228 5 0 10 5 10 5 0 0 -7 0 0 0 0 0 -7 0 0 0 215 -134 -487 188 -487 -115 0 0 22 10 22 10 0 0 -7 0 0 0 98 -162 -493 174 -493
Minor Axis Moment kg-m -70 0 0 0 0 0 0 0 0 0 0 0 0 0 42 -310 244 -327 244 -327 57 0 -105 -113 -105 -113 0 0 0 0 0 0 0 0 0 0 0 0 215 -178 292 -408 292 330 0 0 -63 149 -63 149 0 0 0 1 0 0 173 -54 271 -408 271
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
T15
33 - 27
Leg
Diagonal
T16
27 - 21
Leg
Diagonal
Top Girt
T17
21 - 15
Leg
Diagonal
Top Girt
T18
15 - 12
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Elevation m
52 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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. 2 3 3 3 3 3 3 3 3 2 4 2 2 3 3 3 3 3 3 3 3 4 4 4 4 2 3 3 4 3 4 7 7 1 3 1 3 3 3 4 4 4 4 3 4 3 4 3 4 2 3 1 3 1 3 3 3 3 3 3 3
Force kg 214.50 3536.29 -4133.30 -2569.15 -2571.20 12.19 37.30 116054.39 -95832.10 59419.99 59409.81 -208.12 215.23 2463.49 -1970.50 -1168.70 -1042.82 13.80 8.15 114100.07 -90879.74 -66501.04 57872.52 420.82 -426.85 9180.94 -2170.35 5349.55 -769.58 20.75 -31.53 741.74 -988.75 248.24 -787.92 32.03 -2.69 115186.20 -90463.25 -67400.76 57765.26 -514.85 523.42 6422.72 -1356.42 4582.78 -978.50 23.35 22.15 1122.84 -1479.01 309.65 -1406.88 37.53 -3.16 107153.91 -78234.87 107055.60 107055.60 -386.85 -380.41
Major Axis Moment kg-m -123 0 0 14 -4 14 0 171 -198 305 -53 -281 -126 0 0 15 14 14 0 205 -446 -656 -210 -656 -210 0 0 24 15 24 0 0 0 -47 0 0 0 335 -227 -658 -229 -658 -229 0 0 28 19 28 0 0 0 -65 0 0 0 18 -771 934 934 934 934
Minor Axis Moment kg-m 330 0 0 -121 -121 -121 0 213 -216 -42 311 100 286 0 0 -8 -26 15 0 226 -308 87 676 87 676 0 0 31 123 31 0 0 0 0 4 0 0 505 -43 76 670 76 670 0 0 33 -93 33 0 0 0 0 5 0 0 220 -753 1050 1050 1050 1050
12:33:29 09/11/13 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
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
Top Girt
T19
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Elevation m
12 - 0
Leg
Diagonal
Horizontal
Inner Bracing
Gov. Load Comb. 4 4 4 3 4 3 4 4 1 3 1 3 3 3 3 2 2 2 3 3 3 4 3 4 3 3 4 4 4 4 3 3 6 2 6 2
Force kg 12489.98 -13821.46 226.43 8758.74 17.82 -1.91 11730.74 -10541.81 955.70 -8545.68 -86.05 7.24 108326.73 -80148.05 -23597.18 52900.57 516.70 586.09 12692.48 -14133.79 -1831.80 -10078.32 64.76 -22.23 5853.28 -4870.23 -4053.57 -3703.95 45.08 10.45 670.83 -2142.21 169.98 634.20 32.48 -0.23
Major Axis Moment kg-m 0 0 -22 0 0 0 0 0 170 0 0 0 947 0 1084 412 818 412 0 0 -219 0 0 0 0 0 61 33 61 33 0 0 -48 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
Leg C
Leg B
53 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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
Vertical kg
Horizontal, X kg
Horizontal, Z kg
6843.17 6843.17 -106438.09 -106438.09 -106438.09 6843.17 65455.23 -51501.96 -51501.96 -51501.96 65455.23 65455.23 83862.70 6824.07 83862.70
1248.24 1248.24 -16987.36 -16987.36 -16987.36 1248.24 -8932.64 10191.68 10191.68 10191.68 -8932.64 -8932.64 -13553.38 -1201.81 -13553.38
-1204.15 -1204.15 16389.59 16389.59 16389.59 -1204.15 -12479.13 6209.38 6209.38 6209.38 -12479.13 -12479.13 14232.12 1245.89 14232.12
Minor Axis Moment kg-m 0 0 0 2 0 0 0 0 0 -14 0 0 1038 0 265 -1180 463 874 0 0 0 -75 0 0 0 0 6 -23 6 -23 0 0 0 0 0 0
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Condition
Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z
Leg A
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Location
54 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gov. Load Comb. 1 3 1 2 2 2 4 4 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
6824.07 83862.70 6824.07 64893.91 64893.91 64893.91 -51928.01 -51928.01 -51928.01
-1201.81 -13553.38 -1201.81 12837.90 12837.90 12837.90 -5825.72 -5825.72 -5825.72
1245.89 14232.12 1245.89 8467.35 8467.35 8467.35 -10639.21 -10639.21 -10639.21
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination
Vertical kg 27334.19 27339.63 27336.68 27339.69 27334.19 27334.19 27334.19
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
-0.09 -31.39 23566.04 29325.21 -7.81 5892.71 7331.73
-0.06 -29325.55 -23568.08 31.24 -7331.74 -5892.71 7.81
Overturning Moment, Mx kg-m 3070 -1402307 -1143630 6240 -348509 -283533 3898
Overturning Moment, Mz kg-m -2840 264 -1149494 -1408228 -2058 -289494 -354461
Torque kg-m 0 8146 15436 11773 2044 3874 2946
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg 0.00 -31.25 23573.51 29329.85 -7.81 5893.38 7332.46
Sum of Applied Forces PY kg -27334.20 -27334.20 -27334.20 -27334.20 -27334.20 -27334.20 -27334.20
PZ kg 0.00 -29329.85 -23573.51 31.25 -7332.46 -5893.38 7.81
PX kg 0.09 31.39 -23566.04 -29325.21 7.81 -5892.71 -7331.73
Sum of Reactions PY kg 27334.19 27339.63 27336.68 27339.69 27334.19 27334.19 27334.19
PZ kg 0.06 29325.55 23568.08 -31.24 7331.74 5892.71 -7.81
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes No No No Yes Yes Yes
Number of Cycles 10 200 200 200 23 23 23
Displacement Tolerance 0.00000001 0.01229191 0.00999302 0.01228932 0.00008453 0.00009578 0.00008462
Force Tolerance 0.00013043 0.00000000 0.00000000 0.00000000 0.00011258 0.00012780 0.00011282
% Error 0.000% 0.017% 0.022% 0.018% 0.003% 0.003% 0.003%
Page
Job
RISATower
55 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
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
Elevation m 105 - 100.8 100.8 - 99 99 - 93 93 - 87 87 - 81 81 - 78 78 - 75 75 - 69 69 - 63 63 - 57 57 - 51 51 - 45 45 - 39 39 - 33 33 - 27 27 - 21 21 - 15 15 - 12 12 - 0
Horz. Deflection mm 708.46 648.16 622.83 539.15 458.83 384.67 352.20 321.74 260.98 204.90 154.62 110.60 73.90 49.62 31.43 17.94 8.05 1.22 1.66
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.8218 0.8134 0.8044 0.7806 0.7325 0.6555 0.6181 0.5893 0.5498 0.4948 0.4355 0.3715 0.2916 0.2067 0.1524 0.1126 0.0789 0.0495 0.0415
° 0.0609 0.0623 0.0630 0.0601 0.0549 0.0473 0.0391 0.0359 0.0336 0.0305 0.0266 0.0220 0.0165 0.0105 0.0075 0.0055 0.0044 0.0032 0.0025
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 105.0000 104.5000 103.5000 102.5000 101.5000 96.0000 92.0000 88.0000 83.0000 72.0000 68.5000 27.0000 24.0000 18.0000 7.5000
CxMANTENIMIENTO AT15-250 AT15-250 AT15-250 AT15-250 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 708.46 701.23 686.79 672.41 658.11 580.77 525.48 471.92 408.22 291.16 256.07 17.94 12.76 3.65 1.97
° 0.8218 0.8214 0.8203 0.8187 0.8161 0.7926 0.7751 0.7430 0.6824 0.5691 0.5460 0.1126 0.0954 0.0626 0.0281
° 0.0609 0.0611 0.0614 0.0617 0.0621 0.0624 0.0592 0.0557 0.0512 0.0347 0.0334 0.0055 0.0049 0.0038 0.0016
Radius of Curvature m 19007 19007 19007 11586 8624 19841 8771 8335 3057 22830 5717 8812 19310 4590 15688
Page
Job
RISATower
56 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 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
Elevation m 105 - 100.8 100.8 - 99 99 - 93 93 - 87 87 - 81 81 - 78 78 - 75 75 - 69 69 - 63 63 - 57 57 - 51 51 - 45 45 - 39 39 - 33 33 - 27 27 - 21 21 - 15 15 - 12 12 - 0
Horz. Deflection mm 3151.00 2875.04 2758.56 2373.08 2001.15 1656.35 1515.99 1383.22 1115.66 868.85 647.89 454.86 294.74 198.25 126.71 72.28 32.28 4.82 6.63
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 3.7655 3.7345 3.7032 3.6061 3.3900 2.9811 2.7419 2.5954 2.4218 2.1759 1.9108 1.6239 1.2600 0.8566 0.6181 0.4578 0.3187 0.1983 0.1658
° 0.1861 0.1953 0.2795 0.2672 0.2438 0.2085 0.1694 0.1542 0.1453 0.1331 0.1177 0.0992 0.0780 0.0455 0.0314 0.0222 0.0175 0.0126 0.0101
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 105.0000 104.5000 103.5000 102.5000 101.5000 96.0000 92.0000 88.0000 83.0000 72.0000 68.5000 27.0000 24.0000 18.0000 7.5000
CxMANTENIMIENTO AT15-250 AT15-250 AT15-250 AT15-250 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 3151.00 3117.97 3051.98 2986.17 2920.66 2564.78 2310.12 2062.39 1763.42 1248.66 1094.05 72.28 51.31 14.59 7.92
° 3.7655 3.7637 3.7593 3.7531 3.7436 3.6580 3.5821 3.4390 3.1377 2.5062 2.4051 0.4578 0.3873 0.2515 0.1122
° 0.1861 0.1866 0.1877 0.1888 0.1899 0.3116 0.2561 0.2442 0.2285 0.1492 0.1445 0.0222 0.0195 0.0152 0.0064
Radius of Curvature m 4805 4805 4805 2929 2180 4360 2088 2306 431 5779 1276 2156 4618 1136 3877
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
57 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
Leg
A394T0
16
6
Maximum Load per Bolt kg 48.63
Diagonal
A394T0
13
1
1449.21
2158.11
Top Girt
A394T0
13
1
72.08
2158.11
Leg
A394T0
16
6
1203.54
5528.16
m T1
T2
T3
T4
T5
T6
T7 T8
T9
T10
T11
105
100.8
99
93
87
81
78 75
69
63
57
Bolt Size mm
Number Of Bolts
Allowable Load kg 5528.16
Diagonal
A394T0
13
1
1368.75
2158.11
Top Girt
A394T0
13
1
749.62
2158.11
Leg
A394T0
16
6
1456.17
5528.16
Diagonal
A394T0
16
1
2075.69
2774.71
Top Girt
A394T0
16
1
738.45
2774.71
Leg
A394T0
16
6
5205.84
5528.16
Diagonal
A394T0
16
1
3448.92
2774.71
Top Girt
A394T0
16
1
1149.18
2774.71
Leg
A394T0
16
8
8330.18
6910.21
Diagonal Top Girt
A394T0 A394T0
16 16
1 1
6407.72 1968.79
2774.71 2774.71
Leg
A394T0
16
8
9073.89
6910.21
Diagonal Top Girt
A394T0 A394T0
16 16
2 2
6168.04 930.25
3699.61 3699.61
Leg
A394T0
19
8
9041.32
8292.26
Diagonal
A394T0
16
2
3495.68
3699.61
Leg
A394T0
19
8
8831.22
9950.69
Diagonal
A394T0
16
2
2277.32
3699.61
Top Girt
A394T0
16
2
2447.07
3699.61
Leg
A394T0
19
12
7988.90
9950.69
Diagonal
A394T0
16
2
3088.23
3699.61
Top Girt
A394T0
16
2
1178.85
3699.61
Leg
A394T0
19
12
10921.33
9950.69
Diagonal
A394T0
16
2
3580.93
3699.61
Top Girt
A394T0
16
2
1194.89
3699.61
Leg Diagonal
A394T0 A394T0
19 16
12 2
14336.92 4185.81
9950.69 3699.61
Top Girt
A394T0
16
2
1217.28
3699.61
T12
51
Leg Diagonal Top Girt
A394T0 A394T0 A394T0
19 16 16
8 2 2
27692.46 6300.54 1284.97
9950.69 3699.61 3699.61
T13
45
Leg Diagonal
A394T0 A394T0
19 16
8 2
32144.65 7079.08
9950.69 4932.82
Ratio Load Allowable 0.009 0.672 0.033 0.218 0.634 0.347 0.263 0.748 0.266 0.942 1.243 0.414 1.205 2.309 0.710 1.313 1.667 0.251 1.090 0.945 0.888 0.616 0.661 0.803 0.835 0.319 1.098 0.968 0.323 1.441 1.131 0.329 2.783 1.703 0.347 3.230 1.435
Allowable Ratio
Criteria
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 1.333
Member Bearing Member Bearing
1.333
Bearing
1.333 1.333
Member Bearing Member Bearing
1.333
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 1.333
Bearing Member Bearing Member Bearing
1.333 1.333
Bearing Member Bearing
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Section No.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
T14
39
Leg Diagonal
A394T0 A394T0
19 16
16 2
Maximum Load per Bolt kg 15123.50 2066.65
Component Type
Bolt Grade
T15
33
Leg Diagonal
A394T0 A394T0
19 16
16 2
14506.80 1231.75
9950.69 4932.82
T16
27
Leg Diagonal
A394T0 A394T0
19 16
16 2
14262.72 4590.45
9950.69 4932.82
Top Girt
A394T0
16
2
434.27
4932.82
Leg Diagonal
A394T0 A394T0
19 16
16 2
14398.30 3211.36
9950.69 4932.82
Top Girt
A394T0
16
2
739.51
4932.82
m
T17
21
58 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Bolt Size mm
Number Of Bolts
Allowable Load kg 9950.69 4932.82
T18
15
Leg Diagonal Top Girt
A394T0 A394T0 A394T0
19 16 16
12 2 2
17858.98 6910.71 5865.36
9979.03 4932.82 9865.64
T19
12
Leg Diagonal
A394T0 A394T0
19 16
10 3
21665.35 4711.28
9979.03 7399.23
Ratio Load Allowable 1.520 0.419 1.458 0.250 1.433 0.931 0.088 1.447 0.651 0.150 1.790 1.401 0.595 2.171 0.637
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333 1.333
Bearing Member Bearing
1.333 1.333
Bearing Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333 1.333 1.333
Bolt SS Member Bearing Member Bearing
1.333 1.333
Bolt SS Member Bearing
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
kPa 171534
2
mm 929
Actual P kg -3230.79
Allow. Pa kg 16250.22
Ratio P Pa 0.199
T1
m 105 - 100.8
L76x76x6
m 4.2000
m 0.7000
T2
100.8 - 99
L76x76x6
1.8868
0.9434
62.7 K=1.00
153370
929
-3610.61
14529.47
0.249
T3
99 - 93
L76x76x6
6.0000
2.0000
66.5 K=0.50
148765
929
-5147.64
14093.26
0.365
T4
93 - 87
L102x102x6
6.0000
2.0000
49.5 K=0.50
144987
1252
-12307.82
18504.49
0.665
T5
87 - 81
L102x102x8
6.0000
2.0000
49.8 K=0.50
168136
1548
-29144.59
26547.18
1.098
T6
81 - 78
L102x102x8
3.0435
3.0435
75.7 K=0.50
136863
1548
-22198.86
21609.51
1.027
T7
78 - 75
L102x102x8
3.0435
3.0435
75.7 K=0.50
136863
1548
-22277.65
21609.51
1.031
T8
75 - 69
L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-38460.47
25951.16
1.482
T9
69 - 63
H1-3 (1.48 CR) - 227 L102x102x10
6.0000
3.0000
74.9 K=0.50
137925
1845
-55964.24
25951.16
2.157
T10
63 - 57
H1-3 (2.16 CR) - 255 L127x127x10
6.0000
3.0000
59.7
156898
2329
-75541.75
37262.35
2.027
46.6 K=1.00
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
59 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=0.50 T11
57 - 51
H1-3 (2.03 CR) - 283 L152x152x10
T12
51 - 45
H1-3 (2.33 CR) - 311 L152x152x10
6.0000
3.0000
49.6 K=0.50
144905
2813
-119581.95
41563.86
2.877
T13
45 - 39
H1-3 (2.88 CR) - 339 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-118824.45
41484.57
2.864
T14
39 - 33
bolt (2.99 CR) - 367 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-102828.97
41484.57
2.479
T15
33 - 27
H1-3 (2.48 CR) - 383 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-95832.30
41484.57
2.310
T16
27 - 21
H1-3 (2.31 CR) - 395 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-90879.52
41484.57
2.191
T17
21 - 15
H1-3 (2.19 CR) - 407 L152x152x10
6.0423
6.0423
50.0 K=0.25
144629
2813
-90463.13
41484.57
2.181
T18
15 - 12
H1-3 (2.18 CR) - 423 L152x152x13
3.0212
3.0212
50.4 K=0.50
167461
3710
-78234.73
63347.37
1.235
T19
12 - 0
L152x152x13
12.2744
12.2744
51.2 K=0.13
166604
3710
-80147.98
63023.50
1.272
6.0000
3.0000
49.6 K=0.50
144905
2813
-96890.08
41563.86
2.331
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
kPa 82302
2
mm 340
Actual P kg -1653.68
Allow. Pa kg 2855.31
Ratio P Pa 0.579
T1
m 105 - 100.8
L38x38x5
m 0.9220
m 0.8049
T2
100.8 - 99
L38x38x5
1.2207
1.1259
151.1 K=1.00
45096
340
-1530.96
1564.50
0.979
T3
99 - 93
L38x38x5
2.4413
1.1542
99.5 K=1.00
89910
340
-1483.28
3119.25
0.476
T4
93 - 87
L38x38x5
2.4413
1.1321
97.6 K=1.00
91562
340
-2612.36
3176.54
0.822
T5
87 - 81
L38x38x5
2.4413
1.1321
97.6 K=1.00
91562
340
-3434.43
3176.54
1.081
T6
81 - 78
L51x51x5
3.1018
2.9020
185.2 K=1.00
30028
461
-7099.27
1412.48
5.026
T7
78 - 75
H1-3 (5.03 CR) - 208 L51x51x5
3.3410
3.2255
205.8 K=1.00
24305
461
-5772.96
1143.29
5.049
T8
75 - 69
KL/R > 200 (C) - 222 L51x51x5
4.1379
1.9952
127.3 K=1.00
63523
461
-4554.61
2988.02
1.524
T9
69 - 63
H1-3 (1.52 CR) - 240 L51x51x5
4.1379
1.9952
127.3 K=1.00
63523
461
-5006.48
2988.02
1.676
108.0 K=1.00
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
60 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T10
63 - 57
H1-3 (1.68 CR) - 268 L51x51x5
4.1379
1.9768
126.1 K=1.00
64714
461
-5378.06
3044.02
1.767
T11
57 - 51
H1-3 (1.77 CR) - 296 L51x51x5
4.1379
1.9583
125.0 K=1.00
65918
461
-5701.75
3100.66
1.839
T12
51 - 45
H1-3 (1.84 CR) - 324 L51x51x5
4.1379
1.9583
125.0 K=1.00
65918
461
-5890.67
3100.66
1.900
T13
45 - 39
H1-3 (1.90 CR) - 352 L51x51x6
6.8925
3.8097
123.1 K=0.50
67757
605
-6321.45
4181.22
1.512
T14
39 - 33
H1-3 (1.51 CR) - 378 L51x51x6
7.4360
4.0189
129.9 K=0.50
61013
605
-4133.30
3765.04
1.098
T15
33 - 27
L51x51x6
8.0696
4.2997
139.0 K=0.50
53303
605
-1970.50
3289.28
0.599
T16
27 - 21
L64x64x6
8.7737
4.6292
118.5 K=0.50
72370
768
-2170.35
5665.69
0.383
T17
21 - 15
L64x64x6
9.5328
4.9937
127.8 K=0.50
63009
768
-1356.42
4932.86
0.275
T18
15 - 12
L64x64x6
4.9645
4.8689
249.3 K=1.00
16570
768
-13821.46
1297.25
10.654
T19
12 - 0
KL/R > 200 (C) - 449 L102x102x10
13.5511
13.3870
107.1 K=0.25
83122
1845
-14133.81
15639.69
0.904
Allow. Pa kg 3922.75
Ratio P Pa 0.145
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 105 - 100.8
L38x38x5
m 0.6000
m 0.5238
T2
100.8 - 99
L38x38x5
1.0000
0.9238
T7
78 - 75
L64x64x5
2.1250
T19
12 - 0
L102x102x6
8.4000
Kl/r
Fa
A
kPa 113071
mm2 340
Actual P kg -569.78
124.0 K=1.00
66911
340
-437.32
2321.34
0.188
2.0234
102.4 K=1.00
87375
582
-503.91
5184.88
0.097
4.1238
64.9 K=0.50
113615
1252
-4870.22
14500.54
0.336
Allow. Pa kg 3922.75
Ratio P Pa 0.006
3922.75
0.131
70.3 K=1.00
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 105 - 100.8
L38x38x5
m 0.6000
m 0.5238
T2
100.8 - 99
L38x38x5
0.6000
0.5238
Kl/r
70.3 K=1.00 70.3
Fa
A
kPa 113071
mm 340
Actual P kg -23.57
113071
340
-515.49
2
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
61 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T3
99 - 93
L51x51x5
1.4000
1.3238
132.3 K=1.00
58842
461
-561.59
2767.82
0.203
T4
93 - 87
L51x51x5
1.4000
1.3238
132.3 K=1.00
58842
461
-1014.24
2767.82
0.366
T5
87 - 81
L51x51x5
1.4000
1.2984
129.7 K=1.00
61166
461
-1790.26
2877.17
0.622
T6
81 - 78
L51x51x5
1.4000
1.2984
82.8 K=1.00
103663
461
-1073.22
4876.16
0.220
T8
75 - 69
L64x64x5
2.8500
2.7484
139.1 K=1.00
53228
582
-4356.10
3158.57
1.379
T9
69 - 63
H1-3 (1.38 CR) - 232 L64x64x5
2.8500
2.7484
139.1 K=1.00
53228
582
-2357.69
3158.57
0.746
T10
63 - 57
L64x64x5
2.8500
2.7484
139.1 K=1.00
53228
582
-2389.78
3158.57
0.757
T11
57 - 51
L64x64x5
2.8500
2.7230
137.8 K=1.00
54225
582
-2434.57
3217.77
0.757
T12
51 - 45
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-2569.94
3278.65
0.784
T13
45 - 39
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-5939.20
3278.65
1.811
T16
27 - 21
H1-3 (1.81 CR) - 370 L76x76x6
5.8770
5.7246
121.2 K=0.50
69734
929
-868.53
6606.21
0.131
T17
21 - 15
L76x76x6
6.8860
6.7336
142.5 K=0.50
50684
929
-1479.01
4801.50
0.308
T18
15 - 12
2L76x76x6x10
7.8950
7.7426
147.5 K=0.45
47326
1858
-10541.81
8966.93
1.176
Allow. Pa kg 2767.82
Ratio P Pa 0.301
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 58842
mm 461
Actual P kg -834.48
129.7 K=1.00
61166
461
-1582.63
2877.17
0.550
1.2984
129.7 K=1.00
61166
461
-2176.16
2877.17
0.756
2.8500
2.7484
139.1 K=1.00
53228
582
-2034.54
3158.57
0.644
L64x64x5
2.8500
2.7484
139.1 K=1.00
53228
582
-2390.56
3158.57
0.757
63 - 57
L64x64x5
2.8500
2.7230
137.8 K=1.00
54225
582
-2421.44
3217.77
0.753
T11
57 - 51
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-2454.12
3278.65
0.749
T12
51 - 45
L64x64x5
2.8500
2.6976
136.5 K=1.00
55251
582
-2503.00
3278.65
0.763
T3
m 99 - 93
L51x51x5
m 1.4000
m 1.3238
T4
93 - 87
L51x51x5
1.4000
1.2984
T5
87 - 81
L51x51x5
1.4000
T8
75 - 69
L64x64x5
T9
69 - 63
T10
Kl/r
132.3 K=1.00
Fa
A 2
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
62 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Allow. Pa kg
Ratio P Pa
Actual P kg -2142.21
Allow. Pa kg 2500.47
Ratio P Pa 0.857
Allow. Pa kg 15699.97
Ratio P Pa 0.142
Inner Bracing Design Data (Compression) Section No. T19
Elevation m 12 - 0
Size
L
Lu
L76x76x6
m 5.9397
m 5.9397
Kl/r
197.5 K=0.50
Fa
A
kPa 26394
mm2 929
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.7000
29.6
kPa 224080
mm2 687
Actual P kg 2230.21
T1
m 105 - 100.8
L76x76x6
m 4.2000
T2
100.8 - 99
L76x76x6
1.8868
0.9434
39.9
224080
687
3453.72
15699.97
0.220
T3
99 - 93
L76x76x6
6.0000
2.0000
84.7
224080
687
11015.72
15699.97
0.702
T4
93 - 87
L102x102x6
6.0000
2.0000
63.0
224080
1010
26239.37
23070.85
1.137
T5
87 - 81
L102x102x8
6.0000
2.0000
63.5
224080
1246
50281.18
28470.01
1.766
T6
81 - 78
H2-1 (1.77 CR) - 153 L102x102x8
3.0435
3.0435
96.6
224080
1246
36295.47
28470.01
1.275
T7
78 - 75
L102x102x8
3.0435
3.0435
96.6
224080
1196
36165.29
27318.33
1.324
T8
75 - 69
L102x102x10
6.0000
3.0000
96.0
224080
1422
40788.72
32487.16
1.256
T9
69 - 63
L102x102x10
6.0000
3.0000
96.0
224080
1422
56010.96
32487.16
1.724
T10
63 - 57
H2-1 (1.72 CR) - 253 L127x127x10
6.0000
3.0000
75.7
224080
1906
74928.94
43543.47
1.721
T11
57 - 51
H2-1 (1.72 CR) - 281 L152x152x10
6.0000
3.0000
62.8
224080
2390
97746.92
54599.84
1.790
T12
51 - 45
bolt (1.44 CR) - 309 L152x152x10
6.0000
3.0000
62.8
224080
2390
124973.35
54599.84
2.289
T13
45 - 39
bolt (2.78 CR) - 337 L152x152x10
6.0423
6.0423
126.5
224080
2390
128578.50
54599.84
2.355
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
63 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 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
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T14
39 - 33
bolt (3.23 CR) - 365 L152x152x10
6.0423
6.0423
126.5
224080
2390
120988.09
54599.84
2.216
T15
33 - 27
H2-1 (2.22 CR) - 381 L152x152x10
6.0423
6.0423
126.5
224080
2390
116054.36
54599.84
2.126
T16
27 - 21
H2-1 (2.13 CR) - 393 L152x152x10
6.0423
6.0423
126.5
224080
2390
114101.65
54599.84
2.090
T17
21 - 15
H2-1 (2.09 CR) - 405 L152x152x10
6.0423
6.0423
126.5
224080
2390
115186.19
54599.84
2.110
T18
15 - 12
H2-1 (2.11 CR) - 421 L152x152x13
3.0212
3.0212
63.9
224080
3145
107153.97
71866.29
1.491
T19
12 - 0
bolt (1.79 CR) - 437 L152x152x13
12.2744
12.2744
259.8
224080
3145
108326.96
71866.29
1.507
Allow. Pa kg 5166.69
Ratio P Pa 0.280
bolt (2.17 CR) - 457
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.8049
69.4
kPa 148927
mm2 340
Actual P kg 1449.21
T1
m 105 - 100.8
L38x38x5
m 0.9220
T2
100.8 - 99
L38x38x5
1.2207
1.1259
97.1
148927
340
1368.75
5166.69
0.265
T3
99 - 93
L38x38x5
2.4413
1.1542
99.5
199948
249
2075.69
5086.95
0.408
T4
93 - 87
L38x38x5
2.4413
1.1321
97.6
199948
249
3448.92
5086.95
0.678
T5
87 - 81
L38x38x5
2.4413
1.1321
97.6
199948
249
6407.72
5086.95
1.260
T6
81 - 78
L51x51x5
3.1018
2.9020
185.2
148927
461
12336.08
7005.28
1.761
T7
78 - 75
bolt (1.67 CR) - 212 L51x51x5
3.3410
3.2255
205.8
148927
461
6991.36
7005.28
0.998
T8
75 - 69
L51x51x5
4.1379
1.9952
127.3
148927
461
4249.83
7005.28
0.607
T9
69 - 63
L51x51x5
4.1379
1.9952
127.3
148927
461
6176.48
7005.28
0.882
T10
63 - 57
L51x51x5
4.1379
1.9768
126.1
148927
461
7161.86
7005.28
1.022
T11
57 - 51
L51x51x5
4.1379
1.9583
125.0
148927
461
8371.64
7005.28
1.195
T12
51 - 45
L51x51x5
4.1379
1.9583
125.0
148927
461
12601.03
7005.28
1.799
T13
45 - 39
bolt (1.70 CR) - 349 L51x51x6
6.8925
3.8097
246.3
148927
605
14158.16
9190.15
1.541
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25.
Section No.
64 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T14
39 - 33
H2-1 (1.54 CR) - 373 L51x51x6
7.4360
4.0189
259.8
148927
605
3536.29
9190.15
0.385
T15
33 - 27
L51x51x6
8.0696
4.2997
278.0
148927
605
2463.49
9190.15
0.268
T16
27 - 21
L64x64x6
8.7737
4.6292
237.0
148927
768
9180.94
11659.14
0.787
T17
21 - 15
L64x64x6
9.5328
4.9937
255.7
148927
768
6422.73
11659.14
0.551
T18
15 - 12
L64x64x6
4.9645
4.8689
249.3
148927
768
12489.99
11659.14
1.071
T19
12 - 0
L102x102x10
13.5511
13.3870
428.5
148927
1845
12692.47
28021.13
0.453
2
Allow. Pa kg 5166.69
Ratio P Pa 0.125
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 105 - 100.8
L38x38x5
m 0.6000
m 0.5238
45.2
kPa 148927
mm 340
Actual P kg 647.75
T2
100.8 - 99
L38x38x5
1.0000
0.9238
79.6
148927
340
384.32
5166.69
0.074
T7
78 - 75
L64x64x5
2.1250
2.0234
102.4
148927
582
338.95
8837.43
0.038
T19
12 - 0
L102x102x6
8.4000
4.1238
129.9
148927
1252
5853.29
19007.34
0.308
Allow. Pa kg 5166.69
Ratio P Pa 0.014
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.5238
45.2
kPa 148927
mm2 340
Actual P kg 72.08
T1
m 105 - 100.8
L38x38x5
m 0.6000
T2
100.8 - 99
L38x38x5
0.6000
0.5238
45.2
148927
340
749.62
5166.69
0.145
T3
99 - 93
L51x51x5
1.4000
1.3238
84.5
148927
461
738.45
7005.28
0.105
T4
93 - 87
L51x51x5
1.4000
1.3238
84.5
148927
461
1149.18
7005.28
0.164
T5
87 - 81
L51x51x5
1.4000
1.2984
82.8
148927
461
1968.79
7005.28
0.281
T6
81 - 78
L51x51x5
1.4000
1.2984
82.8
148927
461
1860.49
7005.28
0.266
T8
75 - 69
L64x64x5
2.8500
2.7484
139.1
148927
582
4894.13
8837.43
0.554
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
65 of 67
TORRE DE 99m-CUADRADA PATA=12.050m 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
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T9
69 - 63
L64x64x5
2.8500
2.7484
139.1
148927
582
2212.39
8837.43
0.250
T10
63 - 57
L64x64x5
2.8500
2.7484
139.1
148927
582
2214.10
8837.43
0.251
T11
57 - 51
L64x64x5
2.8500
2.7230
137.8
148927
582
2220.45
8837.43
0.251
T12
51 - 45
L64x64x5
2.8500
2.6976
136.5
148927
582
2258.92
8837.43
0.256
T13
45 - 39
L64x64x5
2.8500
2.6976
136.5
148927
582
4350.81
8837.43
0.492
T16
27 - 21
L76x76x6
5.8770
5.7246
242.3
148927
929
725.71
14108.54
0.051
T17
21 - 15
L76x76x6
6.8860
6.7336
285.1
148927
929
1122.84
14108.54
0.080
T18
15 - 12
2L76x76x6x10
7.8950
7.7426
327.8
148927
1858
11730.76
28217.08
0.416
Allow. Pa kg 7005.28
Ratio P Pa 0.137
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T3
m 99 - 93
L51x51x5
m 1.4000
m 1.3238
84.5
kPa 148927
mm 461
Actual P kg 962.31
T4
93 - 87
L51x51x5
1.4000
1.2984
82.8
148927
461
1747.63
7005.28
0.249
T5
87 - 81
L51x51x5
1.4000
1.2984
82.8
148927
461
2133.97
7005.28
0.305
T8
75 - 69
L64x64x5
2.8500
2.7484
139.1
148927
582
2082.87
8837.43
0.236
T9
69 - 63
L64x64x5
2.8500
2.7484
139.1
148927
582
2212.53
8837.43
0.250
T10
63 - 57
L64x64x5
2.8500
2.7230
137.8
148927
582
2212.66
8837.43
0.250
T11
57 - 51
L64x64x5
2.8500
2.6976
136.5
148927
582
2201.60
8837.43
0.249
T12
51 - 45
L64x64x5
2.8500
2.6976
136.5
148927
582
2129.75
8837.43
0.241
Actual P kg 670.84
Allow. Pa kg 14108.54
Ratio P Pa 0.048
2
Inner Bracing Design Data (Tension) Section No. T19
Elevation m 12 - 0
Size
L
Lu
L76x76x6
m 5.9397
m 5.9397
Kl/r
Fa
A
251.4
kPa 148927
mm2 929
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
66 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
105 - 100.8
Leg Diagonal
L76x76x6 L38x38x5
3 10
-3230.79 -1653.68
21661.55 3806.12
Pass Pass
Horizontal Top Girt
L38x38x5 L38x38x5
15 5
-569.78 72.08
5229.03 6887.20
14.9 43.4 50.4 (b) 10.9 1.0 2.5 (b) 18.6 73.4 14.1 10.9 26.1 (b) 52.6 35.7 56.1 (b) 15.2 20.0 (b) 22.6 85.3 61.7 93.2 (b) 27.5 31.1 (b) 41.3 132.5 94.5 173.2 (b) 46.7 53.2 (b) 56.7 95.6 98.5 (b) 377.1 19.9 99.3 378.8 7.3 111.2 114.4 103.5 48.3 161.8 125.7 56.0 56.8 152.1 132.5 56.8 56.5 174.9 138.0 56.8 56.2 215.8 142.5 58.8
T2
100.8 - 99
Leg Diagonal Horizontal Top Girt
L76x76x6 L38x38x5 L38x38x5 L38x38x5
55 71 66 57
-3610.61 -1530.96 -437.32 749.62
19367.79 2085.48 3094.35 6887.20
T3
99 - 93
Leg Diagonal
L76x76x6 L38x38x5
73 88
11015.72 -1483.28
20928.06 4157.96
Top Girt
L51x51x5
77
-561.59
3689.51
Mid Girt Leg Diagonal
L51x51x5 L102x102x6 L38x38x5
84 113 128
-834.48 26239.37 -2612.36
3689.51 30753.44 4234.32
Top Girt
L51x51x5
120
-1014.24
3689.51
Mid Girt Leg Diagonal
L51x51x5 L102x102x8 L38x38x5
124 153 165
-1582.63 50281.18 6407.72
3835.27 37950.52 6780.90
Top Girt
L51x51x5
160
-1790.26
3835.27
Mid Girt Leg
L51x51x5 L102x102x8
161 193
-2176.16 36295.47
3835.27 37950.52
Diagonal Top Girt Leg Diagonal Horizontal 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
L51x51x5 L51x51x5 L102x102x8 L51x51x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L127x127x10 L51x51x5 L64x64x5 L64x64x5 L152x152x10 L51x51x5 L64x64x5 L64x64x5 L152x152x10 L51x51x5 L64x64x5
208 200 213 222 201 227 240 232 236 255 268 257 264 283 296 288 289 311 324 313 317 339 352 341
-7099.27 1860.49 36165.29 -5772.96 -503.91 -38460.47 -4554.61 -4356.10 -2034.54 -55964.24 -5006.48 -2357.69 -2390.56 -75541.75 -5378.06 -2389.78 -2421.44 -96890.08 -5701.75 -2434.57 -2454.12 -119581.95 -5890.67 -2569.94
1882.83 9338.04 36415.34 1524.01 6911.44 34592.90 3983.03 4210.37 4210.37 34592.90 3983.03 4210.37 4210.37 49670.71 4057.68 4210.37 4289.28 55404.62 4133.18 4289.28 4370.44 55404.62 4133.18 4370.44
T4
T5
T6
93 - 87
87 - 81
81 - 78
T7
78 - 75
T8
75 - 69
T9
69 - 63
T10
63 - 57
T11
57 - 51
T12
51 - 45
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Fail Pass Pass Pass Fail Pass Pass Fail Pass Fail Fail Fail Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass
RISATower
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation m
Component Type
Size
No.
Critical Element
P kg
SF*Pallow kg
T13
45 - 39
Mid Girt Leg
L64x64x5 L152x152x10
345 367
-2503.00 -118824.45
4370.44 55298.93
Diagonal Top Girt Leg Diagonal Leg Diagonal Leg Diagonal
L51x51x6 L64x64x5 L152x152x10 L51x51x6 L152x152x10 L51x51x6 L152x152x10 L64x64x6
373 370 383 390 395 402 407 413
14158.16 -5939.20 -102828.97 -4133.30 -95832.30 -1970.50 -90879.52 9180.94
Top Girt Leg Diagonal
L76x76x6 L152x152x10 L64x64x6
409 423 429
-868.53 -90463.13 6422.73
T14
39 - 33
T15
33 - 27
T16
27 - 21
T17
21 - 15
T18
15 - 12
Top Girt Leg
L76x76x6 L152x152x13
425 437
-1479.01 107153.97
12 - 0
Diagonal Top Girt Leg
L64x64x6 2L76x76x6x10 L152x152x13
449 444 457
-13821.46 -10541.81 108326.96
Diagonal Horizontal Inner Bracing
L102x102x10 L102x102x6 L76x76x6
466 451 470
-14133.81 -4870.22 -2142.21
T19
67 of 67
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Section
Page
Job
12:33:29 09/11/13 Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
57.3 214.9 242.3 (b) 12250.47 115.6 4370.44 135.9 55298.93 186.0 5018.79 82.4 55298.93 173.3 4384.60 44.9 55298.93 164.3 15541.64 59.1 69.8 (b) 8806.08 9.9 55298.93 163.6 15541.64 41.3 48.8 (b) 6400.40 23.1 95797.76 111.9 134.3 (b) 1729.24 799.3 11952.92 88.2 95797.76 113.1 162.9 (b) 20847.70 67.8 19329.21 25.2 3333.13 64.3 Summary Leg (T13) 242.3 Diagonal 799.3 (T18) Horizontal 25.2 (T19) Top Girt 135.9 (T13) Mid Girt 57.3 (T12) Inner 64.3 Bracing (T19) Bolt Checks 242.3 RATING = 799.3
Pass Fail Fail Fail Fail Pass Fail Pass Fail Pass Pass Fail Pass Pass Fail Fail Pass Fail Pass Pass Pass Fail Fail Pass Fail Pass Pass
Fail Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99+6m C. NUEVA EB. LA PITA.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 105.0000
500
Tilt (deg) 1000
0
0.5
Twist (deg) 1
-0.1
-0.05
0
0.05
0.1 105.0000
100.8000
100.8000
99.0000
99.0000
93.0000
93.0000
87.0000
87.0000
81.0000
81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
69.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
39.0000
39.0000
33.0000
33.0000
27.0000
27.0000
21.0000
21.0000
15.0000
15.0000
12.0000
12.0000
0.0000 0
0.0000 500
1000
0
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.5
Job:
1
-0.1
-0.05
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
Feedline Distribution Chart 0.0000 - 105.0000 Round
105.0000
100.8000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
104.0000 103.0000 102.0000 101.0000
Face D
104.0000 103.0000 102.0000 101.0000
105.0000
104.0000 103.0000 102.0000 101.0000
100.8000
99.0000
99.0000 96.0000
96.0000
96.0000
92.0000
92.0000
92.0000
88.0000
88.0000
88.0000
93.0000
93.0000
87.0000
87.0000
83.0000
83.0000 81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
72.0000
72.0000
72.0000
68.5000
68.5000
68.5000
69.0000
57.0000
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E)
51.0000
(3) 1 (3 ANT RF N)
57.0000 (3) 1 (3 ANT RF N)
63.0000
(4) 1 (4 ANT RF N)
63.0000
(4) 1 (4 ANT RF N)
45.0000
39.0000
33.0000
27.0000
27.0000
27.0000
27.0000
24.0000
24.0000
24.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
21.0000 18.0000
18.0000
18.0000
15.0000 12.0000
7.5000
7.5000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
7.5000
7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT GRIP E)
Elevation (m)
83.0000
81.0000
15.0000 12.0000
0.0000
DIAGRAMA CABLES GUIA DE ONDA-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
Stress Distribution Chart 0.0000 - 105.0000 > 100%
Elevation (m)
105.0000
90%-100%
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
105.0000
100.8000
100.8000
99.0000
99.0000
93.0000
93.0000
87.0000
87.0000
81.0000
81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
69.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
39.0000
39.0000
33.0000
33.0000
27.0000
27.0000
21.0000
21.0000
15.0000
15.0000
12.0000
12.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
CONDICION NUEVA + REFUERZO. EB. CERRO LA PITA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
146.3 69.4
0.6
6 @ 0.7 F
104.5 104.5
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
88 88
AT15-250 (N) AT15-250 (N)
104.5 103.5
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
83 83
AT15-250 (N) AT15-250 (N)
103.5 103.5
6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
83 83
AT15-250 (N) AT15-250 (N)
103.5 102.5
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
72 72
AT15-250 (N)
102.5
3 ANT TV 0.30x1.20m (E)
72
AT15-250 (N) AT15-250 (N)
102.5 101.5
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
72 68.5
AT15-250 (N) AT15-250 (N)
101.5 101.5
3 ANT TV 0.30x1.20m (E) 3 ANT TV 0.30x1.20m (E)
68.5 68.5
78.0 m
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
96 96
3 ANT TV 0.30x1.20m (E) 8 FT DISH (1 ANT MW Ø2.40m E)
68.5 27
75.0 m
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
96 96
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)
24 18
6 ANT TV 0.20x0.80m (E)
92
8 FT DISH (1 ANT MW Ø2.40m E)
18
6 ANT TV 0.20x0.80m (E) 6 ANT TV 0.20x0.80m (E)
92 92
ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5
6 ANT TV 0.20x0.80m (E)
92
325.9
1.4
N.A.
L38x38x5
L38x38x5
T1
L38x38x5
325.9
9@2
N.A.
325.9
L51x51x5
L51x51x5
L102x102x6 L102x8+L76x6
300.0 348.6 875.4
2.85
E
2.125
N.A.
N.A.
12 @ 3
L64x64x5
2L51x51x5
875.4
SYMBOL LIST MARK
SIZE
L64x64x5
D
2L76x76x6x10
B C
L152x10+L102x10 2L64x64x6
E F
L64x64x5 2 @ 0.9
MATERIAL STRENGTH GRADE
Fy 344738 kPa
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
TOWER DESIGN NOTES 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: 84.3%
797.2 471.0
N.A.
SIZE
L127x10+L102x10
875.4
A36
A572-50
39.0 m
3.859
460.0
27.0 m
5.877
891.6
N.A.
21.0 m
990.6
6.886
L76x76x6
L64x64x6
33.0 m 5@6
4.868
N.A.
423.8
L51x51x6
MARK
A
875.4
63.0 m
N.A.
1@3
7.895
AXIAL 17965 kg MOMENT 1269960 kg-m
0.0 m
TORQUE 16753 kg-m REACTIONS - 120 kph WIND
Weight (kg)
# Panels @ (m)
Face Width (m)
Inner Bracing
Horizontals
Mid Girts
Top Girts
12.05
13896.6
SHEAR 24559 kg
Diagonal Grade
Diagonals
Leg Grade
MAX. CORNER REACTIONS AT BASE: DOWN: 73422 kg UPLIFT: -75623 kg SHEAR: 16486 kg
12.0 m
3110.1
1 @ 12
L76x76x6
N.A.
L102x102x10
L102x102x6
8.4
D
C
15.0 m 1408.8
T8
L102x10+L102x10
T9 T10
A B
T11
AT15-250 (N) AT15-250 (N)
51.0 m
T12
ELEVATION 88 88
57.0 m
T15
L152x10+L102x10
TYPE 6 ANT TV 0.25x1.0m (E) 6 ANT TV 0.25x1.0m (E)
A572-50
L152x10+L102x13
T14
T13
ELEVATION 105 104.5
87.0 m
T17
T16
TYPE CxMANTENIMIENTO AT15-250 (N)
45.0 m
T18 T19
105 104.5 103.5 102.5 101.5 96 92 88 83 72 68.5 27 24 18 7.5 DESIGNED APPURTENANCE LOADING
69.0 m
L152x13+L102x10 Legs
Section
ANT CxMANTENIMIENTO AT15-250 6 3 8 ANT FT DISH GRIP TV (N) 0.20x0.80m 0.25x1.0m 0.30x1.20m (1 1.0x2.50m ANT MW (E) (1 (E) Ø2.40m ANT GRIP E) E)
99.0 m
81.0 m
T7
T6
100.8 m
93.0 m
T5
T4
T3
T2
L76x76x6
105.0 m
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 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 105.0000 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 0.6000 m at the top and 12.0500 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 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg A
14:59:31 09/11/13 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
Tower Elevation m 105.0000-100.80 00 100.8000-99.000 0 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
Assembly Database
Description
Section Width
Number of Sections
Section Length
m 0.6000
1
m 4.2000
0.6000
1
1.8000
1.4000 1.4000 1.4000 1.4000 2.1250 2.8500 2.8500 2.8500 2.8500 2.8500 2.8500 3.8590 4.8680 5.8770 6.8860 7.8950 8.4000
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
6.0000 6.0000 6.0000 3.0000 3.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 12.0000
RISATower I. P. DOLMEN S.A.
3 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 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
Tower Elevation
Diagonal Spacing
Bracing Type
Has Horizontals
Top Girt Offset
Bottom Girt Offset
Diag Down
Has K Brace End Panels No
m 105.0000-100.80 00 100.8000-99.000 0 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
m 0.7000
Yes
mm 0
mm 0
0.9000
Diag Down
No
Yes
0
0
2.0000 2.0000 2.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 12.0000
X Brace X Brace X Brace K Brace Up K Brace Down X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace 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 Yes Yes No No No No No No No No No No 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
Tower Section Geometry (cont’d) Tower Elevation m T1 105.0000-100.80 00 T2 100.8000-99.000 0 T3 99.0000-93.0000 T4 93.0000-87.0000 T5 87.0000-81.0000 T6 81.0000-78.0000 T7 78.0000-75.0000 T8 75.0000-69.0000 T9 69.0000-63.0000 T10 63.0000-57.0000 T11 57.0000-51.0000 T12 51.0000-45.0000 T13
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L76x76x6
A572-50 (344738 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
L76x76x6
A572-50 (344738 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
L76x76x6
Equal Angle
L38x38x5
Equal Angle
L102x102x6
Equal Angle
L38x38x5
Arbitrary Shape
L102x8+L76x6
Equal Angle
L38x38x5
Arbitrary Shape
L102x8+L76x6
Double Angle
2L51x51x5
Arbitrary Shape
L102x8+L76x6
Double Angle
2L51x51x5
Arbitrary Shape
L102x10+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L102x10+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L127x10+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L152x10+L102x10
Double Angle
2L51x51x5
Arbitrary Shape
L152x10+L102x13
Double Angle
2L51x51x5
Arbitrary Shape
L152x10+L102x13
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) A572-50 (344738 kPa) A572-50
Equal Angle
L51x51x6
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
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m 45.0000-39.0000 T14 39.0000-33.0000 T15 33.0000-27.0000 T16 27.0000-21.0000 T17 21.0000-15.0000 T18 15.0000-12.0000 T19 12.0000-0.0000
Page
Job
4 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg Type
Leg Size
Arbitrary Shape
L152x10+L102x13
Arbitrary Shape
L152x10+L102x10
Arbitrary Shape
L152x10+L102x10
Arbitrary Shape
L152x10+L102x10
Arbitrary Shape
L152x13+L102x10
Arbitrary Shape
L152x13+L102x10
Leg Grade
Diagonal Type
(344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Double Angle (344738 kPa) A572-50 Equal Angle (344738 kPa)
Diagonal Size
L51x51x6 L51x51x6 L64x64x6 L64x64x6 2L64x64x6 L102x102x10
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Diagonal Grade (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 105.0000-100.80 00 T2 100.8000-99.000 0 T3 99.0000-93.0000 T4 93.0000-87.0000 T5 87.0000-81.0000 T6 81.0000-78.0000 T8 75.0000-69.0000 T9 69.0000-63.0000 T10 63.0000-57.0000 T11 57.0000-51.0000 T12 51.0000-45.0000 T13 45.0000-39.0000 T16 27.0000-21.0000 T17 21.0000-15.0000 T18 15.0000-12.0000
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
Equal Angle
A36 (248211 kPa)
Equal Angle
L51x51x5
Equal Angle
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Double Equal Angle
2L76x76x6x10
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 Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Bottom Girt Size
Bottom Girt Grade
Page
Job
RISATower
5 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 105.0000-100.80 00 T2 100.8000-99.000 0 T3 99.0000-93.0000 T4 93.0000-87.0000 T5 87.0000-81.0000 T6 81.0000-78.0000 T7 78.0000-75.0000 T8 75.0000-69.0000 T9 69.0000-63.0000 T10 63.0000-57.0000 T11 57.0000-51.0000 T18 15.0000-12.0000 T19 12.0000-0.0000
No. of Mid Girts None
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
Equal Angle
A36 (248211 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
None
Equal Angle
A36 (248211 kPa)
Equal Angle
L38x38x5
A36 (248211 kPa)
2
Equal Angle
L51x51x5
Equal Angle
2
Equal Angle
L51x51x5
2
Equal Angle
L51x51x5
None
Equal Angle
None
Equal Angle
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
1
Equal Angle
L64x64x5
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)
Equal Angle Equal Angle Solid Round
8
Equal Angle
L64x64x5
Solid Round Solid Round Solid Round Solid Round Solid Round
8
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)
Tower Section Geometry (cont’d) Tower Elevation
Secondary Horizontal Type
m T19 12.0000-0.0000
Solid Round
Secondary Horizontal Size
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa)
Equal Angle
L76x76x6
A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 105.0000-100. 8000
m2 0.0000
mm 0
Gusset Grade Adjust. Factor Af
A36 (248211 kPa)
1
Adjust. Factor Ar 1
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
Page
Job
RISATower
6 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
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 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00 T8 75.0000-69.00 00 T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 00 T13 45.0000-39.00 00 T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00 00 T19 12.0000-0.000 0
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
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
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
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)
1.3
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.45
1
1.5
0
0
RISATower I. P. DOLMEN S.A.
7 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:59:31 09/11/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
m T1 105.0000-100. 8000 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00 T8 75.0000-69.00 00 T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 00 T13 45.0000-39.00 00 T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00 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
1
No
No
1
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 1
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
0.5
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
No
0.5
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1 0.5
0.5 0.5
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
0.5 0.5
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.25 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
0.5 0.25
1 1
1 1
1 1
No
No
0.25
0.5 0.25
1 1
1 1
0.5 0.25
0.5 0.25
1 1
1 1
No
No
0.5
1 1
0.5 0.25
1 1
0.45 0.25
0.5 0.25
1 1
1 1
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 66
TORRE DE 99m-CUADRADA PATA=12.050m 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 1
K Brace Diags X Y 0.25 0.125
K Factors1 Single Girts Diags
Horiz.
Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y T19 No No 0.125 1 1 0.5 1 0.5 12.0000-0.000 1 1 0.25 1 0.5 0 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 105.0000-100. 8000 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00 T8 75.0000-69.00 00 T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 00 T13 45.0000-39.00 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
U
1
Net Width Deduct mm 0
0
1
1
0
0
1
1
0
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
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
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Leg
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00 00 T19 12.0000-0.000 0
9 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
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
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
1
0
1
0
1
0
0.75
0
1
0
0.75
Tower Section Geometry (cont’d) Tower Elevation m
T1 105.0000-100. 8000 T2 100.8000-99.0 000 T3 99.0000-93.00 00 T4 93.0000-87.00 00 T5 87.0000-81.00 00 T6 81.0000-78.00 00 T7 78.0000-75.00 00 T8 75.0000-69.00 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 13 A394T0
No.
6
13 A394T0
16 A394T0
6
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 13 A394T0
No.
1
13 A394T0
16 A394T0
1
6
16 A394T0
16 A394T0
8
Sleeve SS
16 A394T0
Sleeve SS Sleeve SS
Sleeve SS
Bolt Size mm 16 A394T0
No.
1
16 A394T0
16 A394T0
1
1
16 A394T0
16 A394T0
2
8
16 A394T0
19 A394T0
8
19 A394T0
8
6
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
1
16 A394T0
16 A394T0
1
2
16 A394T0
16 A394T0
2
16 A394T0
2
1
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
16 A394T0
2
1
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
0
0
0
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
12
16 A394T0
19 A394T0
16
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
2
16 A394T0
16 A394T0
2
20
16 A394T0
19 A394T0
20
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Bolt Size mm 16 A394T0
No.
2
16 A394T0
16 A394T0
2
2
16 A394T0
16 A394T0
2
20
16 A394T0
19 A394T0
20
Sleeve SS
19 A394T0
Sleeve SS
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
20
16 A394T0
19 A394T0
20
Sleeve SS
19 A394T0
Sleeve SS
19 A394T0
Sleeve SS
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T9 69.0000-63.00 00 T10 63.0000-57.00 00 T11 57.0000-51.00 00 T12 51.0000-45.00 00 T13 45.0000-39.00 00 T14 39.0000-33.00 00 T15 33.0000-27.00 00 T16 27.0000-21.00 00 T17 21.0000-15.00 00 T18 15.0000-12.00 00 T19 12.0000-0.000 0
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Leg Connection Type
10 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
16
16 A394T0
16
16 A394T0
12
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
2
2
0
0
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 96.0000 - 0.0000
1
1
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
96.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
92.0000 - 0.0000
1
1
15
15
0.37
0
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Description
(6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT GRIP E) 1 (4 ANT RF N) 1 (4 ANT RF N) 1 (3 ANT RF N) 1 (3 ANT RF N)
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face Allow or Shield Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
m
Clear Spacing mm
T1
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm
Weight kglm
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
88.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
83.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
72.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
72.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
27.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
24.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
18.0000 - 0.0000
2
2
28
28
0.80
D
No
Ar (CfAe)
7.5000 - 0.0000
1
1
28
28
0.80
C
No
Ar (CfAe)
104.0000 - 0.0000
4
4
32
32
0.86
C
No
Ar (CfAe)
103.0000 - 0.0000
4
4
32
32
0.86
C
No
Ar (CfAe)
102.0000 - 0.0000
3
3
32
32
0.86
C
No
Ar (CfAe)
101.0000 - 0.0000
3
3
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
11 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Tower Elevation m 105.0000-100.800 0
T2
100.8000-99.0000
T3
99.0000-93.0000
Face
AR 2
A B C D A B C D A B C
m 0.000 0.000 0.819 0.000 0.000 0.000 0.800 0.000 0.000 0.000 2.667
AF 2
m 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
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
Weight kg 0.00 0.00 22.27 0.00 0.00 0.00 21.75 0.00 0.00 0.00 72.50
RISATower I. P. DOLMEN S.A.
Tower Section
Tower Elevation m
T4
93.0000-87.0000
T5
87.0000-81.0000
T6
81.0000-78.0000
T7
78.0000-75.0000
T8
75.0000-69.0000
T9
69.0000-63.0000
T10
63.0000-57.0000
T11
57.0000-51.0000
T12
51.0000-45.0000
T13
45.0000-39.0000
T14
39.0000-33.0000
T15
33.0000-27.0000
T16
27.0000-21.0000
T17
21.0000-15.0000
T18
15.0000-12.0000
12 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
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 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 0.177 0.000 0.000 2.667 0.707 0.000 0.000 2.667 1.179 0.000 0.000 1.333 0.707 0.000 0.000 1.333 0.707 0.000 0.000 2.667 1.503 0.000 0.000 2.667 1.753 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 2.022 0.000 0.000 2.667 2.275 0.000 0.000 1.333 1.222
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 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 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 4.46 0.00 0.00 72.50 17.86 0.00 0.00 72.50 29.76 0.00 0.00 36.25 17.86 0.00 0.00 36.25 17.86 0.00 0.00 72.50 37.95 0.00 0.00 72.50 44.27 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 44.64 0.00 0.00 72.50 51.88 0.00 0.00 72.50 59.11 0.00 0.00 36.25 31.97
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T19
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Tower Elevation m 12.0000-0.0000
13 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Tower Section
Page
Job
RISATower
14:59:31 09/11/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
A B C D
m2 0.000 0.000 5.334 5.100
m2 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000
Ing. C. Londoño M.
Weight kg 0.00 0.00 145.01 133.89
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
m 105.0000-100.8000 100.8000-99.0000 99.0000-93.0000 93.0000-87.0000 87.0000-81.0000 81.0000-78.0000 78.0000-75.0000 75.0000-69.0000 69.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-39.0000 39.0000-33.0000 33.0000-27.0000 27.0000-21.0000 21.0000-15.0000 15.0000-12.0000 12.0000-0.0000
mm 56 161 203 172 285 330 415 414 404 404 406 442 533 739 873 712 756 617 880
mm 0 0 13 45 124 173 219 232 264 266 268 291 352 488 577 540 645 565 843
CPX Ice mm 56 161 203 172 285 330 415 414 404 404 406 442 533 739 873 712 756 617 880
CPZ Ice mm 0 0 13 45 124 173 219 232 264 266 268 291 352 488 577 540 645 565 843
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 105.0000
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
6 ANT TV 0.20x0.80m
Face or Leg
A
Offset Type
From Face
Offsets: Horz Lateral Vert m m m 0.6000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
96.0000
0.6000
0.1500
48.00
No Ice
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
14 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 6 ANT TV 0.20x0.80m (E)
B
From Face
6 ANT TV 0.20x0.80m (E)
C
From Face
6 ANT TV 0.20x0.80m (E)
D
From Face
6 ANT TV 0.20x0.80m (E)
A
From Face
6 ANT TV 0.20x0.80m (E)
B
From Face
6 ANT TV 0.20x0.80m (E)
C
From Face
6 ANT TV 0.20x0.80m (E)
D
From Face
6 ANT TV 0.25x1.0m (E)
A
From Face
6 ANT TV 0.25x1.0m (E)
B
From Face
6 ANT TV 0.25x1.0m (E)
C
From Face
6 ANT TV 0.25x1.0m (E)
D
From Face
6 ANT TV 0.25x1.0m (E)
A
From Face
6 ANT TV 0.25x1.0m (E)
B
From Face
6 ANT TV 0.25x1.0m (E)
C
From Face
6 ANT TV 0.25x1.0m (E)
D
From Face
3 ANT TV 0.30x1.20m (E)
A
From Face
3 ANT TV 0.30x1.20m (E)
B
From Face
3 ANT TV 0.30x1.20m (E)
C
From Face
3 ANT TV 0.30x1.20m
D
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
96.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
92.0000
No Ice
0.6000
0.1500
48.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
88.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
83.0000
No Ice
0.7200
0.1800
60.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
0.0000
72.0000
No Ice
0.4500
0.1200
36.00
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
15 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
(E) 3 ANT TV 0.30x1.20m (E)
A
From Face
3 ANT TV 0.30x1.20m (E)
B
From Face
3 ANT TV 0.30x1.20m (E)
C
From Face
3 ANT TV 0.30x1.20m (E)
D
From Face
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)
A
From Leg
AT15-250 (N)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
A
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
A
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 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
68.5000
No Ice
0.4500
0.1200
36.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
104.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
103.5000
No Ice
0.4750
0.2600
10.00
0.0000
102.5000
No Ice
0.4750
0.2600
10.00
0.0000
102.5000
No Ice
0.4750
0.2600
10.00
0.0000
102.5000
No Ice
0.4750
0.2600
10.00
0.0000
101.5000
No Ice
0.4750
0.2600
10.00
0.0000
101.5000
No Ice
0.4750
0.2600
10.00
0.0000
101.5000
No Ice
0.4750
0.2600
10.00
Page
Job
RISATower
16 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Dishes Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E) ANT GRIP 1.0x2.50m (1 ANT GRIP E)
B
Paraboloid w/o Radome
From Leg
D
Paraboloid w/o Radome
From Leg
C
Paraboloid w/o Radome
From Leg
D
Paraboloid w/o Radome
From Leg
C
Grid
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
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 27.0000
m 2.4384
No Ice
m2 4.6730
kg 113.85
Worst
24.0000
2.4384
No Ice
4.6730
113.85
Worst
18.0000
2.4384
No Ice
4.6730
113.85
Worst
18.0000
2.4384
No Ice
4.6730
113.85
Worst
7.5000
1.8000
No Ice
2.5447
45.00
Tower Pressures - No Ice GH = 1.079 Section Elevation
z
KZ
qz
AG
1.943
kPa 1.32
m2 2.702
99.9000
1.927
1.31
1.880
T3 99.0000-93.00 00
96.0000
1.905
1.30
8.659
T4 93.0000-87.00 00
90.0000
1.87
1.27
8.737
T5 87.0000-81.00 00
84.0000
1.834
1.25
9.012
T6 81.0000-78.00 00
79.5000
1.805
1.23
5.596
m
m 102.9000
T2 100.8000-99.0 000
T1 105.0000-100. 8000
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
AF
AR
Aleg
m2 0.944 0.944 0.944 0.944 0.439 0.439 0.439 0.439 1.644 1.644 1.644 1.644 1.938 1.938 1.938 1.938 0.715 0.715 0.715 0.715 0.397 0.397 0.397
m2 0.000 0.000 0.819 0.000 0.000 0.000 0.800 0.000 0.000 0.000 2.667 0.177 0.000 0.000 2.667 0.707 0.000 0.000 2.667 1.179 0.000 0.000 1.333
m2 0.640
0.288
0.914
1.219
0.000
0.000
Leg %
67.82 67.82 36.31 67.82 65.51 65.51 23.21 65.51 55.63 55.63 21.21 50.22 62.92 62.92 26.48 46.10 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
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
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
m
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
z
17 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T7 78.0000-75.00 00
76.5000
1.785
1.22
7.771
T8 75.0000-69.00 00
72.0000
1.755
1.20
17.712
T9 69.0000-63.00 00
66.0000
1.712
1.17
17.712
T10 63.0000-57.00 00
60.0000
1.666
1.14
17.862
T11 57.0000-51.00 00
54.0000
1.616
1.10
18.012
T12 51.0000-45.00 00
48.0000
1.563
1.07
18.012
T13 45.0000-39.00 00
42.0000
1.504
1.03
21.042
T14 39.0000-33.00 00
36.0000
1.44
0.98
27.096
T15 33.0000-27.00 00
30.0000
1.366
0.93
33.150
T16 27.0000-21.00 00
24.0000
1.282
0.87
39.204
T17 21.0000-15.00 00
18.0000
1.181
0.80
45.258
T18 15.0000-12.00 00
13.5000
1.088
0.74
24.901
T19 12.0000-0.000 0
6.0000
1
0.68
124.550
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
AF
AR
Aleg
m2 0.397 0.502 0.502 0.502 0.502 1.276 1.276 1.276 1.276 1.276 1.276 1.276 1.276 1.268 1.268 1.268 1.268 1.256 1.256 1.256 1.256 1.064 1.064 1.064 1.064 1.008 1.008 1.008 1.008 0.875 0.875 0.875 0.875 0.956 0.956 0.956 0.956 1.829 1.829 1.829 1.829 2.039 2.039 2.039 2.039 1.571 1.571 1.571 1.571 5.159 5.159 5.159 5.159
m2 0.707 0.000 0.000 1.333 0.707 0.000 0.000 2.667 1.503 0.000 0.000 2.667 1.753 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 2.022 0.000 0.000 2.667 2.275 0.000 0.000 1.333 1.222 0.000 0.000 5.334 5.100
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
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 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
14:59:31 09/11/13 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
Page
Job
RISATower
18 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Tower Pressure - Service GH = 1.079 Section Elevation
z
KZ
qz
AG
1.943
kPa 0.33
m2 2.702
99.9000
1.927
0.33
1.880
T3 99.0000-93.00 00
96.0000
1.905
0.32
8.659
T4 93.0000-87.00 00
90.0000
1.87
0.32
8.737
T5 87.0000-81.00 00
84.0000
1.834
0.31
9.012
T6 81.0000-78.00 00
79.5000
1.805
0.31
5.596
T7 78.0000-75.00 00
76.5000
1.785
0.30
7.771
T8 75.0000-69.00 00
72.0000
1.755
0.30
17.712
T9 69.0000-63.00 00
66.0000
1.712
0.29
17.712
T10 63.0000-57.00 00
60.0000
1.666
0.28
17.862
T11 57.0000-51.00 00
54.0000
1.616
0.28
18.012
T12 51.0000-45.00 00
48.0000
1.563
0.27
18.012
T13 45.0000-39.00 00
42.0000
1.504
0.26
21.042
T14
36.0000
1.44
0.25
27.096
m
m 102.9000
T2 100.8000-99.0 000
T1 105.0000-100. 8000
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 0.944 0.944 0.944 0.944 0.439 0.439 0.439 0.439 1.644 1.644 1.644 1.644 1.938 1.938 1.938 1.938 0.715 0.715 0.715 0.715 0.397 0.397 0.397 0.397 0.502 0.502 0.502 0.502 1.276 1.276 1.276 1.276 1.276 1.276 1.276 1.276 1.268 1.268 1.268 1.268 1.256 1.256 1.256 1.256 1.064 1.064 1.064 1.064 1.008 1.008 1.008 1.008 0.875
m2 0.000 0.000 0.819 0.000 0.000 0.000 0.800 0.000 0.000 0.000 2.667 0.177 0.000 0.000 2.667 0.707 0.000 0.000 2.667 1.179 0.000 0.000 1.333 0.707 0.000 0.000 1.333 0.707 0.000 0.000 2.667 1.503 0.000 0.000 2.667 1.753 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000
m2 0.640
0.288
0.914
1.219
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
67.82 67.82 36.31 67.82 65.51 65.51 23.21 65.51 55.63 55.63 21.21 50.22 62.92 62.92 26.48 46.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 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
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
m
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 39.0000-33.00 00
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
z
19 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
kPa
m2
T15 33.0000-27.00 00
30.0000
1.366
0.23
33.150
T16 27.0000-21.00 00
24.0000
1.282
0.22
39.204
T17 21.0000-15.00 00
18.0000
1.181
0.20
45.258
T18 15.0000-12.00 00
13.5000
1.088
0.19
24.901
T19 12.0000-0.000 0
6.0000
1
0.17
124.550
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
AF
AR
Aleg
m2 0.875 0.875 0.875 0.956 0.956 0.956 0.956 1.829 1.829 1.829 1.829 2.039 2.039 2.039 2.039 1.571 1.571 1.571 1.571 5.159 5.159 5.159 5.159
m2 0.000 2.667 1.768 0.000 0.000 2.667 1.768 0.000 0.000 2.667 2.022 0.000 0.000 2.667 2.275 0.000 0.000 1.333 1.222 0.000 0.000 5.334 5.100
m2
Leg %
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
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
Self Weight
kg 22.27
kg 146.31
T2 100.8000-99.0 000
21.75
69.44
T3 99.0000-93.00 00
76.97
325.94
T4 93.0000-87.00 00
90.36
325.94
T5 87.0000-81.00 00
102.27
325.94
T6 81.0000-78.00 00
54.11
299.95
T7 78.0000-75.00 00
54.11
348.55
m T1 105.0000-100. 8000
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
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.079 0.079 0.375 0.21 0.071 0.071 0.309 0.197 0.065 0.065 0.236
CF
RR
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 3.557 3.557 2.349 2.937 3.602 3.602 2.558 2.992 3.636 3.636 2.83
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.573 0.573 0.642 0.593 0.573 0.573 0.619 0.59 0.572 0.572 0.598
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
AE
F
w
Ctrl. Face
m2 0.944 0.944 1.589 0.944 0.439 0.439 1.072 0.439 1.644 1.644 3.501 1.749 1.938 1.938 3.836 2.374 0.715 0.715 2.427 1.414 0.397 0.397 1.222 0.814 0.502 0.502 1.300
kg 429.06
kglm 102.16
C
286.51
159.17
C
1027.54
171.26
C
1076.84
179.47
C
784.10
130.68
C
423.16
141.05
C
492.48
164.16
C
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T8 75.0000-69.00 00
110.45
875.36
T9 69.0000-63.00 00
116.78
875.36
T10 63.0000-57.00 00
117.15
875.36
T11 57.0000-51.00 00
117.15
875.36
T12 51.0000-45.00 00
117.15
797.25
T13 45.0000-39.00 00
117.15
470.98
T14 39.0000-33.00 00
117.15
423.85
T15 33.0000-27.00 00
117.15
459.96
T16 27.0000-21.00 00
124.38
891.58
T17 21.0000-15.00 00
131.61
990.62
T18 15.0000-12.00 00
68.22
1408.84
T19 12.0000-0.000 0
278.90
3110.08
Sum Weight:
1955.06
13896.64
20 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:59:31 09/11/13
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
e
0.156 0.072 0.072 0.223 0.157 0.072 0.072 0.223 0.171 0.071 0.071 0.22 0.17 0.07 0.07 0.218 0.168 0.059 0.059 0.207 0.157 0.048 0.048 0.175 0.132 0.032 0.032 0.131 0.098 0.029 0.029 0.109 0.082 0.047 0.047 0.115 0.098 0.045 0.045 0.104 0.095 0.063 0.063 0.117 0.112 0.041 0.041 0.084 0.082
CF
RR
3.179 3.596 3.596 2.885 3.173 3.596 3.596 2.885 3.108 3.601 3.601 2.894 3.113 3.608 3.608 2.905 3.122 3.665 3.665 2.949 3.171 3.726 3.726 3.092 3.291 3.814 3.814 3.297 3.463 3.833 3.833 3.403 3.542 3.733 3.733 3.376 3.459 3.742 3.742 3.43 3.474 3.644 3.644 3.366 3.389 3.762 3.762 3.531 3.541
0.582 0.573 0.573 0.595 0.583 0.573 0.573 0.595 0.585 0.573 0.573 0.595 0.585 0.572 0.572 0.594 0.584 0.572 0.572 0.592 0.583 0.571 0.571 0.586 0.579 0.571 0.571 0.579 0.575 0.57 0.57 0.576 0.573 0.571 0.571 0.577 0.575 0.571 0.571 0.576 0.575 0.572 0.572 0.577 0.576 0.571 0.571 0.574 0.573
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 OTM
Designed by
Ing. C. Londoño M.
AE
F
w
m2 0.914 1.276 1.276 2.863 2.151 1.276 1.276 2.863 2.301 1.268 1.268 2.854 2.302 1.256 1.256 2.841 2.289 1.064 1.064 2.643 2.094 1.008 1.008 2.570 2.032 0.875 0.875 2.419 1.891 0.956 0.956 2.493 1.970 1.829 1.829 3.367 2.991 2.039 2.039 3.574 3.346 1.571 1.571 2.340 2.275 5.159 5.159 8.219 8.084 875765 kg-m
kg
kglm
1087.05
181.18
C
1060.36
176.73
C
1031.95
171.99
C
1000.30
166.72
C
913.53
152.26
C
896.35
149.39
C
860.90
143.48
C
869.22
144.87
C
1092.89
182.15
C
1085.48
180.91
C
642.63
214.21
C
2176.66
181.39
C
17237.00
Ctrl. Face
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
21 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
14:59:31 09/11/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - No Ice - Wind 45 To Face Section Elevation m
Add Weight
Self Weight
kg 22.27
kg 146.31
T2 100.8000-99.0 000
21.75
69.44
T3 99.0000-93.00 00
76.97
325.94
T4 93.0000-87.00 00
90.36
325.94
T5 87.0000-81.00 00
102.27
325.94
T6 81.0000-78.00 00
54.11
299.95
T7 78.0000-75.00 00
54.11
348.55
T8 75.0000-69.00 00
110.45
875.36
T9 69.0000-63.00 00
116.78
875.36
T10 63.0000-57.00 00
117.15
875.36
T11 57.0000-51.00 00
117.15
875.36
T12 51.0000-45.00 00
117.15
797.25
T13 45.0000-39.00 00
117.15
470.98
T14 39.0000-33.00 00
117.15
423.85
T15
117.15
459.96
T1 105.0000-100. 8000
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
e
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.079 0.079 0.375 0.21 0.071 0.071 0.309 0.197 0.065 0.065 0.236 0.156 0.072 0.072 0.223 0.157 0.072 0.072 0.223 0.171 0.071 0.071 0.22 0.17 0.07 0.07 0.218 0.168 0.059 0.059 0.207 0.157 0.048 0.048 0.175 0.132 0.032 0.032 0.131 0.098 0.029
CF
RR
DF
DR
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 3.557 3.557 2.349 2.937 3.602 3.602 2.558 2.992 3.636 3.636 2.83 3.179 3.596 3.596 2.885 3.173 3.596 3.596 2.885 3.108 3.601 3.601 2.894 3.113 3.608 3.608 2.905 3.122 3.665 3.665 2.949 3.171 3.726 3.726 3.092 3.291 3.814 3.814 3.297 3.463 3.833
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.573 0.573 0.642 0.593 0.573 0.573 0.619 0.59 0.572 0.572 0.598 0.582 0.573 0.573 0.595 0.583 0.573 0.573 0.595 0.585 0.573 0.573 0.595 0.585 0.572 0.572 0.594 0.584 0.572 0.572 0.592 0.583 0.571 0.571 0.586 0.579 0.571 0.571 0.579 0.575 0.57
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.06 1.06 1.2 1.158 1.053 1.053 1.2 1.148 1.048 1.048 1.177 1.117 1.054 1.054 1.167 1.118 1.054 1.054 1.167 1.128 1.053 1.053 1.165 1.127 1.052 1.052 1.163 1.126 1.044 1.044 1.155 1.118 1.036 1.036 1.131 1.099 1.024 1.024 1.098 1.073 1.022
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.06 1.06 1.2 1.158 1.053 1.053 1.2 1.148 1.048 1.048 1.177 1.117 1.054 1.054 1.167 1.118 1.054 1.054 1.167 1.128 1.053 1.053 1.165 1.127 1.052 1.052 1.163 1.126 1.044 1.044 1.155 1.118 1.036 1.036 1.131 1.099 1.024 1.024 1.098 1.073 1.022
AE
F
w
Ctrl. Face
m2 1.133 1.133 1.906 1.133 0.516 0.516 1.287 0.516 1.878 1.878 4.201 2.024 2.260 2.260 4.603 2.849 0.758 0.758 2.912 1.636 0.418 0.418 1.466 0.934 0.526 0.526 1.530 1.020 1.345 1.345 3.341 2.404 1.345 1.345 3.341 2.596 1.335 1.335 3.326 2.595 1.322 1.322 3.305 2.578 1.111 1.111 3.053 2.341 1.045 1.045 2.907 2.233 0.896 0.896 2.656 2.030 0.977
kg 514.88
kglm 122.59
C
343.81
191.01
C
1233.05
205.51
C
1292.21
215.37
C
940.92
156.82
C
507.79
169.26
C
579.71
193.24
C
1268.54
211.42
C
1237.39
206.23
C
1202.45
200.41
C
1163.71
193.95
C
1055.46
175.91
C
1013.77
168.96
C
945.31
157.55
C
940.47
156.75
C
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
22 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation
Add Weight
Self Weight
m 33.0000-27.00 00
kg
kg
T16 27.0000-21.00 00
124.38
891.58
T17 21.0000-15.00 00
131.61
990.62
T18 15.0000-12.00 00
68.22
1408.84
T19 12.0000-0.000 0
278.90
3110.08
Sum Weight:
1955.06
13896.64
14:59:31 09/11/13
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
e
0.029 0.109 0.082 0.047 0.047 0.115 0.098 0.045 0.045 0.104 0.095 0.063 0.063 0.117 0.112 0.041 0.041 0.084 0.082
CF
RR
DF
DR
AE
3.833 3.403 3.542 3.733 3.733 3.376 3.459 3.742 3.742 3.43 3.474 3.644 3.644 3.366 3.389 3.762 3.762 3.531 3.541
0.57 0.576 0.573 0.571 0.571 0.577 0.575 0.571 0.571 0.576 0.575 0.572 0.572 0.577 0.576 0.571 0.571 0.574 0.573
1.022 1.082 1.062 1.035 1.035 1.086 1.074 1.034 1.034 1.078 1.071 1.047 1.047 1.087 1.084 1.031 1.031 1.063 1.062
1.022 1.082 1.062 1.035 1.035 1.086 1.074 1.034 1.034 1.078 1.071 1.047 1.047 1.087 1.084 1.031 1.031 1.063 1.062 OTM
m2 0.977 2.697 2.091 1.893 1.893 3.657 3.211 2.108 2.108 3.852 3.585 1.645 1.645 2.545 2.467 5.320 5.320 8.738 8.584 1022095 kg-m
Designed by
Ing. C. Londoño M.
F
w
Ctrl. Face
kg
kglm
1186.89
197.81
C
1170.12
195.02
C
698.84
232.95
C
2314.19
192.85
C
19609.49
Tower Forces - Service - Wind Normal To Face Section Elevation m
Add Weight
Self Weight
kg 22.27
kg 146.31
T2 100.8000-99.0 000
21.75
69.44
T3 99.0000-93.00 00
76.97
325.94
T4 93.0000-87.00 00
90.36
325.94
T5 87.0000-81.00 00
102.27
325.94
T6 81.0000-78.00 00
54.11
299.95
T7 78.0000-75.00 00
54.11
348.55
T1 105.0000-100. 8000
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
e
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.079 0.079 0.375 0.21 0.071 0.071 0.309 0.197 0.065 0.065 0.236 0.156
CF
RR
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 3.557 3.557 2.349 2.937 3.602 3.602 2.558 2.992 3.636 3.636 2.83 3.179
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.573 0.573 0.642 0.593 0.573 0.573 0.619 0.59 0.572 0.572 0.598 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
AE
F
w
Ctrl. Face
m2 0.944 0.944 1.589 0.944 0.439 0.439 1.072 0.439 1.644 1.644 3.501 1.749 1.938 1.938 3.836 2.374 0.715 0.715 2.427 1.414 0.397 0.397 1.222 0.814 0.502 0.502 1.300 0.914
kg 107.27
kglm 25.54
C
71.63
39.79
C
256.88
42.81
C
269.21
44.87
C
196.02
32.67
C
105.79
35.26
C
123.12
41.04
C
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg 110.45
kg 875.36
T9 69.0000-63.00 00
116.78
875.36
T10 63.0000-57.00 00
117.15
875.36
T11 57.0000-51.00 00
117.15
875.36
T12 51.0000-45.00 00
117.15
797.25
T13 45.0000-39.00 00
117.15
470.98
T14 39.0000-33.00 00
117.15
423.85
T15 33.0000-27.00 00
117.15
459.96
T16 27.0000-21.00 00
124.38
891.58
T17 21.0000-15.00 00
131.61
990.62
T18 15.0000-12.00 00
68.22
1408.84
T19 12.0000-0.000 0
278.90
3110.08
Sum Weight:
1955.06
13896.64
T8 75.0000-69.00 00
23 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:59:31 09/11/13
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
e
0.072 0.072 0.223 0.157 0.072 0.072 0.223 0.171 0.071 0.071 0.22 0.17 0.07 0.07 0.218 0.168 0.059 0.059 0.207 0.157 0.048 0.048 0.175 0.132 0.032 0.032 0.131 0.098 0.029 0.029 0.109 0.082 0.047 0.047 0.115 0.098 0.045 0.045 0.104 0.095 0.063 0.063 0.117 0.112 0.041 0.041 0.084 0.082
CF
RR
3.596 3.596 2.885 3.173 3.596 3.596 2.885 3.108 3.601 3.601 2.894 3.113 3.608 3.608 2.905 3.122 3.665 3.665 2.949 3.171 3.726 3.726 3.092 3.291 3.814 3.814 3.297 3.463 3.833 3.833 3.403 3.542 3.733 3.733 3.376 3.459 3.742 3.742 3.43 3.474 3.644 3.644 3.366 3.389 3.762 3.762 3.531 3.541
0.573 0.573 0.595 0.583 0.573 0.573 0.595 0.585 0.573 0.573 0.595 0.585 0.572 0.572 0.594 0.584 0.572 0.572 0.592 0.583 0.571 0.571 0.586 0.579 0.571 0.571 0.579 0.575 0.57 0.57 0.576 0.573 0.571 0.571 0.577 0.575 0.571 0.571 0.576 0.575 0.572 0.572 0.577 0.576 0.571 0.571 0.574 0.573
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 OTM
Ing. C. Londoño M.
AE
F
m2 1.276 1.276 2.863 2.151 1.276 1.276 2.863 2.301 1.268 1.268 2.854 2.302 1.256 1.256 2.841 2.289 1.064 1.064 2.643 2.094 1.008 1.008 2.570 2.032 0.875 0.875 2.419 1.891 0.956 0.956 2.493 1.970 1.829 1.829 3.367 2.991 2.039 2.039 3.574 3.346 1.571 1.571 2.340 2.275 5.159 5.159 8.219 8.084 218941 kg-m
kg 271.76
kglm 45.29
C
265.09
44.18
C
257.99
43.00
C
250.07
41.68
C
228.38
38.06
C
224.09
37.35
C
215.23
35.87
C
217.31
36.22
C
273.22
45.54
C
271.37
45.23
C
160.66
53.55
C
544.16
45.35
C
4309.25
w
Designed by
Ctrl. Face
Page
Job
RISATower
24 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - Service - Wind 45 To Face Section Elevation m
Add Weight
Self Weight
kg 22.27
kg 146.31
T2 100.8000-99.0 000
21.75
69.44
T3 99.0000-93.00 00
76.97
325.94
T4 93.0000-87.00 00
90.36
325.94
T5 87.0000-81.00 00
102.27
325.94
T6 81.0000-78.00 00
54.11
299.95
T7 78.0000-75.00 00
54.11
348.55
T8 75.0000-69.00 00
110.45
875.36
T9 69.0000-63.00 00
116.78
875.36
T10 63.0000-57.00 00
117.15
875.36
T11 57.0000-51.00 00
117.15
875.36
T12 51.0000-45.00 00
117.15
797.25
T13 45.0000-39.00 00
117.15
470.98
T14 39.0000-33.00 00
117.15
423.85
T15
117.15
459.96
T1 105.0000-100. 8000
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
e
0.349 0.349 0.653 0.349 0.234 0.234 0.659 0.234 0.19 0.19 0.498 0.21 0.222 0.222 0.527 0.303 0.079 0.079 0.375 0.21 0.071 0.071 0.309 0.197 0.065 0.065 0.236 0.156 0.072 0.072 0.223 0.157 0.072 0.072 0.223 0.171 0.071 0.071 0.22 0.17 0.07 0.07 0.218 0.168 0.059 0.059 0.207 0.157 0.048 0.048 0.175 0.132 0.032 0.032 0.131 0.098 0.029
CF
RR
DF
DR
2.427 2.427 1.853 2.427 2.84 2.84 1.849 2.84 3.024 3.024 2.054 2.936 2.888 2.888 2.002 2.581 3.557 3.557 2.349 2.937 3.602 3.602 2.558 2.992 3.636 3.636 2.83 3.179 3.596 3.596 2.885 3.173 3.596 3.596 2.885 3.108 3.601 3.601 2.894 3.113 3.608 3.608 2.905 3.122 3.665 3.665 2.949 3.171 3.726 3.726 3.092 3.291 3.814 3.814 3.297 3.463 3.833
0.632 0.632 0.787 0.632 0.598 0.598 0.792 0.598 0.588 0.588 0.696 0.593 0.595 0.595 0.712 0.617 0.573 0.573 0.642 0.593 0.573 0.573 0.619 0.59 0.572 0.572 0.598 0.582 0.573 0.573 0.595 0.583 0.573 0.573 0.595 0.585 0.573 0.573 0.595 0.585 0.572 0.572 0.594 0.584 0.572 0.572 0.592 0.583 0.571 0.571 0.586 0.579 0.571 0.571 0.579 0.575 0.57
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.06 1.06 1.2 1.158 1.053 1.053 1.2 1.148 1.048 1.048 1.177 1.117 1.054 1.054 1.167 1.118 1.054 1.054 1.167 1.128 1.053 1.053 1.165 1.127 1.052 1.052 1.163 1.126 1.044 1.044 1.155 1.118 1.036 1.036 1.131 1.099 1.024 1.024 1.098 1.073 1.022
1.2 1.2 1.2 1.2 1.175 1.175 1.2 1.175 1.142 1.142 1.2 1.158 1.166 1.166 1.2 1.2 1.06 1.06 1.2 1.158 1.053 1.053 1.2 1.148 1.048 1.048 1.177 1.117 1.054 1.054 1.167 1.118 1.054 1.054 1.167 1.128 1.053 1.053 1.165 1.127 1.052 1.052 1.163 1.126 1.044 1.044 1.155 1.118 1.036 1.036 1.131 1.099 1.024 1.024 1.098 1.073 1.022
AE
F
w
Ctrl. Face
m2 1.133 1.133 1.906 1.133 0.516 0.516 1.287 0.516 1.878 1.878 4.201 2.024 2.260 2.260 4.603 2.849 0.758 0.758 2.912 1.636 0.418 0.418 1.466 0.934 0.526 0.526 1.530 1.020 1.345 1.345 3.341 2.404 1.345 1.345 3.341 2.596 1.335 1.335 3.326 2.595 1.322 1.322 3.305 2.578 1.111 1.111 3.053 2.341 1.045 1.045 2.907 2.233 0.896 0.896 2.656 2.030 0.977
kg 128.72
kglm 30.65
C
85.95
47.75
C
308.26
51.38
C
323.05
53.84
C
235.23
39.20
C
126.95
42.32
C
144.93
48.31
C
317.13
52.86
C
309.35
51.56
C
300.61
50.10
C
290.93
48.49
C
263.86
43.98
C
253.44
42.24
C
236.33
39.39
C
235.12
39.19
C
Page
Job
RISATower
25 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
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 33.0000-27.00 00
kg
kg
T16 27.0000-21.00 00
124.38
891.58
T17 21.0000-15.00 00
131.61
990.62
T18 15.0000-12.00 00
68.22
1408.84
T19 12.0000-0.000 0
278.90
3110.08
Sum Weight:
1955.06
13896.64
F a c e B C D A B C D A B C D A B C D A B C D
e
0.029 0.109 0.082 0.047 0.047 0.115 0.098 0.045 0.045 0.104 0.095 0.063 0.063 0.117 0.112 0.041 0.041 0.084 0.082
CF
RR
DF
DR
3.833 3.403 3.542 3.733 3.733 3.376 3.459 3.742 3.742 3.43 3.474 3.644 3.644 3.366 3.389 3.762 3.762 3.531 3.541
0.57 0.576 0.573 0.571 0.571 0.577 0.575 0.571 0.571 0.576 0.575 0.572 0.572 0.577 0.576 0.571 0.571 0.574 0.573
1.022 1.082 1.062 1.035 1.035 1.086 1.074 1.034 1.034 1.078 1.071 1.047 1.047 1.087 1.084 1.031 1.031 1.063 1.062
1.022 1.082 1.062 1.035 1.035 1.086 1.074 1.034 1.034 1.078 1.071 1.047 1.047 1.087 1.084 1.031 1.031 1.063 1.062 OTM
AE
F
w
m2 0.977 2.697 2.091 1.893 1.893 3.657 3.211 2.108 2.108 3.852 3.585 1.645 1.645 2.545 2.467 5.320 5.320 8.738 8.584 255524 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
296.72
49.45
C
292.53
48.76
C
174.71
58.24
C
578.55
48.21
C
4902.37
Mast Vectors - No Ice Section No. T1
Section Elevation m 105.0000-100.800 0
T2
100.8000-99.0000
T3
99.0000-93.0000
T4
93.0000-87.0000
T5
87.0000-81.0000
T6
81.0000-78.0000
T7
78.0000-75.0000
T8
75.0000-69.0000
T9
69.0000-63.0000
T10
63.0000-57.0000
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
Directionality
F
Vx
Vz
OTMx
OTMz
kg 429.06
kg
Wind Normal
kg -429.06
kg-m -44151
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
514.88 429.06 286.51 343.81 286.51 1027.54 1233.05 1027.54 1076.84 1292.21 1076.84 784.10 940.92 784.10 423.16 507.79 423.16 492.48 579.71 492.48 1087.05 1268.54 1087.05 1060.36 1237.39 1060.36 1031.95
364.07 429.06 0.00 243.11 286.51 0.00 871.89 1027.54 0.00 913.73 1076.84 0.00 665.33 784.10 0.00 359.06 423.16 0.00 409.92 492.48 0.00 896.99 1087.05 0.00 874.97 1060.36 0.00
-364.07 0.00 -286.51 -243.11 0.00 -1027.54 -871.89 0.00 -1076.84 -913.73 0.00 -784.10 -665.33 0.00 -423.16 -359.06 0.00 -492.48 -409.92 0.00 -1087.05 -896.99 0.00 -1060.36 -874.97 0.00 -1031.95
-37463 0 -28622 -24287 0 -98640 -83699 3 -96903 -82223 13 -65843 -55867 21 -33625 -28530 16 -37652 -31336 22 -78213 -64529 54 -69920 -57684 63 -61853
Torque kg-m -7
24
-37470 -44158 -11 -24298 -28633 -52 -83754 -98696 -52 -82288 -96968 -52 -55940 -65916 -33 -28578 -33674 -46 -31404 -37720 -104 -64688 -78372 -104 -57852 -70088 -104
21 0 46 39 0 208 188 14 185 198 48 223 272 97 140 181 73 204 260 108 451 580 252 428 584 280 417
Project
57.0000-51.0000
T12
51.0000-45.0000
T13
45.0000-39.0000
T14
39.0000-33.0000
T15
33.0000-27.0000
T16
27.0000-21.0000
T17
21.0000-15.0000
T18
15.0000-12.0000
T19
12.0000-0.0000
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T11
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Section Elevation m
26 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 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
kg 1202.45 1031.95 1000.30 1163.71 1000.30 913.53 1055.46 913.53 896.35 1013.77 896.35 860.90 945.31 860.90 869.22 940.47 869.22 1092.89 1186.89 1092.89 1085.48 1170.12 1085.48 642.63 698.84 642.63 2176.66 2314.19 2176.66
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
Vz
kg 850.26 1031.95 0.00 822.86 1000.30 0.00 746.32 913.53 0.00 716.84 896.35 0.00 668.44 860.90 0.00 665.01 869.22 0.00 839.26 1092.89 0.00 827.40 1085.48 0.00 494.16 642.63 0.00 1636.38 2176.66
kg -850.26 0.00 -1000.30 -822.86 0.00 -913.53 -746.32 0.00 -896.35 -716.84 0.00 -860.90 -668.44 0.00 -869.22 -665.01 0.00 -1092.89 -839.26 0.00 -1085.48 -827.40 0.00 -642.63 -494.16 0.00 -2176.66 -1636.38 0.00
OTMx
OTMz
kg-m -50952 64 -53952 -44371 64 -43786 -35759 64 -37571 -30032 75 -30895 -23966 98 -25956 -19830 120 -26063 -19976 166 -19319 -14674 220 -8545 -6541 131 -12372 -9130 688
kg-m -51120 -62021 -104 -44539 -54121 -104 -35928 -43954 -123 -30230 -37769 -159 -24223 -31152 -196 -20146 -26273 -232 -20375 -26462 -269 -15162 -19808 -148 -6819 -8824 -744 -10562 -13804
Designed by
Ing. C. Londoño M.
Torque kg-m 570 275 406 555 268 404 547 266 478 634 315 636 820 420 758 964 501 779 1051 590 820 1159 700 396 584 363 1916 2820 1835
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 13866.01 17237.00
Vz kg -17237.00 -13866.01 0.00
OTMx
OTMz
Torque
kg-m -873883 -720848 1882
kg-m
kg-m
-2646 -725376 -878411
8920 12026 6405
Mast Vectors - Service Section No. T1
Section Elevation m 105.0000-100.800 0
T2
100.8000-99.0000
T3
99.0000-93.0000
Wind Azimuth ° 0 45 90 0 45 90 0
Directionality
F
Vx
Vz
OTMx
OTMz
kg 107.27
kg
Wind Normal
kg -107.27
kg-m -11038
kg-m
0.00
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal
128.72 107.27 71.63 85.95 71.63 256.88
91.02 107.27 0.00 60.78 71.63 0.00
-91.02 0.00 -71.63 -60.78 0.00 -256.88
-9366 0 -7156 -6072 0 -24658
Torque kg-m -7
6
-9373 -11045 -11 -6083 -7167 -52
5 0 12 10 0 52
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
T4
93.0000-87.0000
T5
87.0000-81.0000
T6
81.0000-78.0000
T7
78.0000-75.0000
T8
75.0000-69.0000
T9
69.0000-63.0000
T10
63.0000-57.0000
T11
57.0000-51.0000
T12
51.0000-45.0000
T13
45.0000-39.0000
T14
39.0000-33.0000
T15
33.0000-27.0000
T16
27.0000-21.0000
T17
21.0000-15.0000
T18
15.0000-12.0000
T19
12.0000-0.0000
Wind Azimuth ° 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
Page
Job
27 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
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
F
Vx
Vz
OTMx
OTMz
kg 308.26 256.88 269.21 323.05 269.21 196.02 235.23 196.02 105.79 126.95 105.79 123.12 144.93 123.12 271.76 317.13 271.76 265.09 309.35 265.09 257.99 300.61 257.99 250.07 290.93 250.07 228.38 263.86 228.38 224.09 253.44 224.09 215.23 236.33 215.23 217.31 235.12 217.31 273.22 296.72 273.22 271.37 292.53 271.37 160.66 174.71 160.66 544.16 578.55 544.16
kg 217.97 256.88 0.00 228.43 269.21 0.00 166.33 196.02 0.00 89.77 105.79 0.00 102.48 123.12 0.00 224.25 271.76 0.00 218.74 265.09 0.00 212.56 257.99 0.00 205.72 250.07 0.00 186.58 228.38 0.00 179.21 224.09 0.00 167.11 215.23 0.00 166.25 217.31 0.00 209.81 273.22 0.00 206.85 271.37 0.00 123.54 160.66 0.00 409.10 544.16
kg -217.97 0.00 -269.21 -228.43 0.00 -196.02 -166.33 0.00 -105.79 -89.77 0.00 -123.12 -102.48 0.00 -271.76 -224.25 0.00 -265.09 -218.74 0.00 -257.99 -212.56 0.00 -250.07 -205.72 0.00 -228.38 -186.58 0.00 -224.09 -179.21 0.00 -215.23 -167.11 0.00 -217.31 -166.25 0.00 -273.22 -209.81 0.00 -271.37 -206.85 0.00 -160.66 -123.54 0.00 -544.16 -409.10 0.00
kg-m -20922 3 -24216 -20546 13 -16445 -13951 21 -8394 -7120 16 -9396 -7817 22 -19513 -16091 54 -17433 -14374 63 -15415 -12690 64 -13440 -11045 64 -10898 -8892 64 -9336 -7452 75 -7650 -5918 98 -6399 -4867 120 -6391 -4869 166 -4665 -3504 220 -2038 -1537 131 -2577 -1767 688
kg-m -20977 -24713 -52 -20611 -24281 -52 -14024 -16518 -33 -7169 -8443 -46 -7885 -9464 -104 -16250 -19671 -104 -14541 -17600 -104 -12858 -15584 -104 -11213 -13608 -104 -9060 -11067 -123 -7650 -9534 -159 -6175 -7907 -196 -5184 -6715 -232 -5268 -6790 -269 -3992 -5154 -148 -1816 -2317 -744 -3198 -4009
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Torque kg-m 47 3 46 49 12 56 68 24 35 45 18 51 65 27 113 145 63 107 146 70 104 143 69 102 139 67 101 137 67 119 159 79 159 205 105 190 241 125 195 263 147 205 290 175 99 146 91 479 705 459
Page
Job
RISATower
28 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -4309.25 -3466.50 0.00
kg-m -217059 -178800 1882
kg-m
kg-m
0.00 3466.50 4309.25
-2646 -183328 -221587
2230 3006 1601
Discrete Appurtenance Pressures - No Ice Description
6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 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 315.0000 45.0000 135.0000 225.0000 315.0000 45.0000 135.0000 225.0000 315.0000 135.0000 225.0000 315.0000 135.0000 225.0000 Sum Weight:
Weight kg 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 1292.00
Offsetx
Offsetz
m -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -2.0250 0.0000 2.0250 0.0000 -2.0250 0.0000 2.0250 0.0000 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243
m 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -1.4250 0.0000 1.4250 0.0000 -1.4250 0.0000 1.4250 -0.3000 -0.3000 0.7243 0.7243 -0.3000 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243
z m 96.0000 96.0000 96.0000 96.0000 92.0000 92.0000 92.0000 92.0000 88.0000 88.0000 88.0000 88.0000 83.0000 83.0000 83.0000 83.0000 72.0000 72.0000 72.0000 72.0000 68.5000 68.5000 68.5000 68.5000 104.5000 104.5000 104.5000 104.5000 103.5000 103.5000 103.5000 103.5000 102.5000 102.5000 102.5000 101.5000 101.5000 101.5000
Kz 1.905 1.905 1.905 1.905 1.882 1.882 1.882 1.882 1.858 1.858 1.858 1.858 1.828 1.828 1.828 1.828 1.755 1.755 1.755 1.755 1.730 1.730 1.730 1.730 1.952 1.952 1.952 1.952 1.947 1.947 1.947 1.947 1.941 1.941 1.941 1.936 1.936 1.936
qz kPa 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 1.20 1.20 1.20 1.20 1.18 1.18 1.18 1.18 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.32 1.32 1.32 1.32 1.32 1.32
GH = 1.079
CAAC Front m2 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Page
Job
RISATower
29 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice 6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.62 85.73
Vz
kg 21.43 15.15 0.00
OTMx
kg 0.00 60.62 85.73
OTMz
kg-m -21.43 -15.15 0.00
Torque
kg-m -2057 -1455 0
kg-m 62 -5757 -8167
-28 -20 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 85.73 60.62 0.00
Vz
kg 0.00 15.15 21.43
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -85.73 -60.62 0.00
Torque
kg-m -8263 -5853 -34
kg-m 0 -1455 -2057
0 -11 -15
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 60.62 85.73
Vz
kg 21.43 15.15 0.00
OTMx
kg 0.00 60.62 85.73
OTMz
kg-m -21.43 -15.15 0.00
Torque
kg-m -2057 -1455 0
kg-m -62 -5882 -8292
28 20 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 85.73 60.62 0.00
Vz
kg 0.00 15.15 21.43
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -85.73 -60.62 0.00
Torque
kg-m -8196 -5786 34
kg-m 0 -1455 -2057
0 11 15
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 59.88 84.69
Vz
kg 21.17 14.97 0.00
OTMx
kg 0.00 59.88 84.69
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1948 -1377 0
kg-m 62 -5447 -7729
-28 -19 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 84.69 59.88 0.00
Vz
kg 0.00 14.97 21.17
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -84.69 -59.88 0.00
Torque
kg-m -7825 -5543 -34
kg-m 0 -1377 -1948
0 -10 -15
Page
Job
RISATower
30 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 59.88 84.69
Vz
kg 21.17 14.97 0.00
OTMx
kg 0.00 59.88 84.69
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1948 -1377 0
kg-m -62 -5572 -7854
28 19 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 84.69 59.88 0.00
Vz
kg 0.00 14.97 21.17
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -84.69 -59.88 0.00
Torque
kg-m -7758 -5476 34
kg-m 0 -1377 -1948
0 10 15
6 ANT TV 0.25x1.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 70.95 100.34
Vz
kg 25.09 17.74 0.00
OTMx
kg 0.00 70.95 100.34
OTMz
kg-m -25.09 -17.74 0.00
Torque
kg-m -2208 -1561 0
kg-m 78 -6166 -8752
-33 -23 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 100.34 70.95 0.00
kg 0.00 17.74 25.09
0.00 17.74 25.09
Vz
OTMx
kg -100.34 -70.95 0.00
kg-m
OTMz
Torque
kg-m -8872 -6286 -42
kg-m 0 -1561 -2208
0 -12 -18
6 ANT TV 0.25x1.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 70.95 100.34
Vz
kg 25.09 17.74 0.00
OTMx
kg 0.00 70.95 100.34
OTMz
kg-m -25.09 -17.74 0.00
Torque
kg-m -2208 -1561 0
kg-m -78 -6322 -8908
33 23 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 100.34 70.95 0.00
kg 0.00 17.74 25.09
0.00 17.74 25.09
Vz
OTMx
kg -100.34 -70.95 0.00
kg-m
OTMz
Torque
kg-m -8788 -6202 42
kg-m 0 -1561 -2208
0 12 18
Page
Job
RISATower
31 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 83 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 69.78 98.68
Vz
kg 24.67 17.44 0.00
OTMx
kg 0.00 69.78 98.68
OTMz
kg-m -24.67 -17.44 0.00
Torque
kg-m -2048 -1448 0
kg-m 78 -5714 -8113
-32 -23 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 98.68 69.78 0.00
Vz
kg 0.00 17.44 24.67
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -98.68 -69.78 0.00
Torque
kg-m -8233 -5834 -42
kg-m 0 -1448 -2048
0 -12 -17
6 ANT TV 0.25x1.0m - Elevation 83 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 69.78 98.68
Vz
kg 24.67 17.44 0.00
OTMx
kg 0.00 69.78 98.68
OTMz
kg-m -24.67 -17.44 0.00
Torque
kg-m -2048 -1448 0
kg-m -78 -5870 -8269
32 23 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 98.68 69.78 0.00
Vz
kg 0.00 17.44 24.67
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -98.68 -69.78 0.00
Torque
kg-m -8149 -5750 42
kg-m 0 -1448 -2048
0 12 17
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.88 59.22
Vz
kg 15.79 11.17 0.00
OTMx
kg 0.00 41.88 59.22
OTMz
kg-m -15.79 -11.17 0.00
Torque
kg-m -1137 -804 0
kg-m 73 -2942 -4191
-32 -23 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 59.22 41.88 0.00
Vz
kg 0.00 11.17 15.79
OTMx
kg 0.00 11.17 15.79
OTMz
kg-m -59.22 -41.88 0.00
Torque
kg-m -4315 -3066 -51
kg-m 0 -804 -1137
0 -16 -23
Page
Job
RISATower
32 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.88 59.22
Vz
kg 15.79 11.17 0.00
OTMx
kg 0.00 41.88 59.22
OTMz
kg-m -15.79 -11.17 0.00
Torque
kg-m -1137 -804 0
kg-m -73 -3088 -4337
32 23 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 59.22 41.88 0.00
Vz
kg 0.00 11.17 15.79
OTMx
kg 0.00 11.17 15.79
OTMz
kg-m -59.22 -41.88 0.00
Torque
kg-m -4213 -2964 51
kg-m 0 -804 -1137
0 16 23
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.28 58.38
Vz
kg 15.57 11.01 0.00
OTMx
kg 0.00 41.28 58.38
OTMz
kg-m -15.57 -11.01 0.00
Torque
kg-m -1066 -754 0
kg-m 73 -2755 -3926
-32 -22 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 58.38 41.28 0.00
Vz
kg 0.00 11.01 15.57
OTMx
kg 0.00 11.01 15.57
OTMz
kg-m -58.38 -41.28 0.00
Torque
kg-m -4051 -2879 -51
kg-m 0 -754 -1066
0 -16 -22
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 41.28 58.38
Vz
kg 15.57 11.01 0.00
OTMx
kg 0.00 41.28 58.38
OTMz
kg-m -15.57 -11.01 0.00
Torque
kg-m -1066 -754 0
kg-m -73 -2901 -4072
32 22 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 58.38 41.28 0.00
Vz
kg 0.00 11.01 15.57
OTMx
kg 0.00 11.01 15.57
OTMz
kg-m -58.38 -41.28 0.00
Torque
kg-m -3948 -2777 51
kg-m 0 -754 -1066
0 16 22
Page
Job
RISATower
33 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 104.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 0.00 49.17
Vz
kg 26.91 38.06 26.91
OTMx
kg -15.74 26.91 53.79
OTMz
kg-m -53.79 -26.91 15.74
Torque
kg-m -5625 -2815 1641
kg-m 1647 -2809 -5619
-11 -16 -11
AT15-250 - Elevation 104.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 69.53 49.17
Vz
kg 26.91 0.00 26.91
OTMx
kg 15.74 49.17 53.79
OTMz
kg-m -53.79 -49.17 -15.74
Torque
kg-m -5625 -5141 -1647
kg-m -1647 -5141 -5625
11 0 -11
AT15-250 - Elevation 104.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 0.00 49.17
Vz
kg 26.91 38.06 26.91
OTMx
kg -15.74 26.91 53.79
OTMz
kg-m -53.79 -26.91 15.74
Torque
kg-m -5614 -2805 1652
kg-m 1637 -2820 -5629
28 39 28
AT15-250 - Elevation 104.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.17 69.53 49.17
Vz
kg 26.91 0.00 26.91
OTMx
kg 15.74 49.17 53.79
OTMz
kg-m -53.79 -49.17 -15.74
Torque
kg-m -5614 -5131 -1637
kg-m -1637 -5131 -5614
-28 0 28
AT15-250 - Elevation 103.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.03 0.00 49.03
Vz
kg 26.84 37.95 26.84
OTMx
kg -15.69 26.84 53.65
OTMz
kg-m -53.65 -26.84 15.69
Torque
kg-m -5555 -2781 1621
kg-m 1627 -2775 -5549
-11 -16 -11
AT15-250 - Elevation 103.5 - From Leg B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 49.03 69.34 49.03
Vz
kg 26.84 0.00 26.84
OTMx
kg 15.69 49.03 53.65
OTMz
kg-m -53.65 -49.03 -15.69
Torque
kg-m -5555 -5078 -1627
kg-m -1627 -5078 -5555
11 0 -11
Page
Job
RISATower
34 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 103.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.03 0.00 49.03
Vz
kg 26.84 37.95 26.84
OTMx
kg -15.69 26.84 53.65
OTMz
kg-m -53.65 -26.84 15.69
Torque
kg-m -5545 -2770 1631
kg-m 1617 -2785 -5560
27 39 27
AT15-250 - Elevation 103.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 49.03 69.34 49.03
Vz
kg 26.84 0.00 26.84
OTMx
kg 15.69 49.03 53.65
OTMz
kg-m -53.65 -49.03 -15.69
Torque
kg-m -5545 -5067 -1617
kg-m -1617 -5067 -5545
-27 0 27
AT15-250 - Elevation 102.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.89 0.00 48.89
Vz
kg 26.76 37.85 26.76
OTMx
kg -15.65 26.76 53.50
OTMz
kg-m -53.50 -26.76 15.65
Torque
kg-m -5487 -2746 1601
kg-m 1607 -2740 -5481
-11 -16 -11
AT15-250 - Elevation 102.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.89 0.00 48.89
Vz
kg 26.76 37.85 26.76
OTMx
kg -15.65 26.76 53.50
OTMz
kg-m -53.50 -26.76 15.65
Torque
kg-m -5476 -2736 1611
kg-m 1597 -2751 -5491
27 39 27
AT15-250 - Elevation 102.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.89 69.15 48.89
Vz
kg 26.76 0.00 26.76
OTMx
kg 15.65 48.89 53.50
OTMz
kg-m -53.50 -48.89 -15.65
Torque
kg-m -5476 -5004 -1597
kg-m -1597 -5004 -5476
-27 0 27
AT15-250 - Elevation 101.5 - From Leg A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 48.76 0.00 48.76
Vz
kg 26.69 37.74 26.69
OTMx
kg -15.61 26.69 53.35
OTMz
kg-m -53.35 -26.69 15.61
Torque
kg-m -5418 -2712 1581
kg-m 1587 -2706 -5412
-11 -16 -11
Page
Job
RISATower
35 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 101.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.76 0.00 48.76
Vz
kg 26.69 37.74 26.69
OTMx
kg -15.61 26.69 53.35
OTMz
kg-m -53.35 -26.69 15.61
Torque
kg-m -5408 -2702 1591
kg-m 1577 -2716 -5422
27 39 27
AT15-250 - Elevation 101.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 48.76 68.95 48.76
Vz
kg 26.69 0.00 26.69
OTMx
kg 15.61 48.76 53.35
OTMz
kg-m -53.35 -48.76 -15.61
Torque
kg-m -5408 -4942 -1577
kg-m -1577 -4942 -5408
-27 0 27
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg -31.25 1372.20 1971.84
kg -1971.84 -1372.20 31.25
kg-m -180890 -125642 3228
kg-m
kg-m
3194 -125676 -180924
-23 91 151
Discrete Appurtenance Pressures - Service Description
6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 3 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
Weight kg 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 36.00 36.00 36.00 36.00 36.00 36.00
Offsetx
Offsetz
m -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -1.3000 0.0000 1.3000 0.0000 -2.0250 0.0000 2.0250 0.0000 -2.0250 0.0000
m 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -0.7000 0.0000 0.7000 0.0000 -1.4250 0.0000 1.4250 0.0000 -1.4250
z m 96.0000 96.0000 96.0000 96.0000 92.0000 92.0000 92.0000 92.0000 88.0000 88.0000 88.0000 88.0000 83.0000 83.0000 83.0000 83.0000 72.0000 72.0000 72.0000 72.0000 68.5000 68.5000
Kz 1.905 1.905 1.905 1.905 1.882 1.882 1.882 1.882 1.858 1.858 1.858 1.858 1.828 1.828 1.828 1.828 1.755 1.755 1.755 1.755 1.730 1.730
qz kPa 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.29 0.29
GH = 1.079
CAAC Front m2 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.7200 0.4500 0.4500 0.4500 0.4500 0.4500 0.4500
CAAC Side m2 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1800 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
36 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 90.0000 180.0000 315.0000 45.0000 135.0000 225.0000 315.0000 45.0000 135.0000 225.0000 315.0000 135.0000 225.0000 315.0000 135.0000 225.0000 Sum Weight:
Weight kg 36.00 36.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 1292.00
Offsetx
Offsetz
z
m 2.0250 0.0000 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243 -0.3000 0.7243 -0.7243
m 0.0000 1.4250 -0.3000 -0.3000 0.7243 0.7243 -0.3000 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243 -0.3000 0.7243 0.7243
m 68.5000 68.5000 104.5000 104.5000 104.5000 104.5000 103.5000 103.5000 103.5000 103.5000 102.5000 102.5000 102.5000 101.5000 101.5000 101.5000
Kz
qz
1.730 1.730 1.952 1.952 1.952 1.952 1.947 1.947 1.947 1.947 1.941 1.941 1.941 1.936 1.936 1.936
kPa 0.29 0.29 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
CAAC Front m2 0.4500 0.4500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.1200 0.1200 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.15 21.43
Vz
kg 5.36 3.79 0.00
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -5.36 -3.79 0.00
Torque
kg-m -514 -364 0
kg-m 62 -1392 -1995
-7 -5 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.43 15.15 0.00
Vz
kg 0.00 3.79 5.36
OTMx
kg 0.00 3.79 5.36
OTMz
kg-m -21.43 -15.15 0.00
Torque
kg-m -2091 -1488 -34
kg-m 0 -364 -514
0 -3 -4
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.15 21.43
Vz
kg 5.36 3.79 0.00
OTMx
kg 0.00 15.15 21.43
OTMz
kg-m -5.36 -3.79 0.00
Torque
kg-m -514 -364 0
kg-m -62 -1517 -2120
7 5 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 21.43 15.15 0.00
Vz
kg 0.00 3.79 5.36
OTMx
kg 0.00 3.79 5.36
OTMz
kg-m -21.43 -15.15 0.00
Torque
kg-m -2024 -1421 34
kg-m 0 -364 -514
0 3 4
Page
Job
RISATower
37 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 14.97 21.17
Vz
kg 5.29 3.74 0.00
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -5.29 -3.74 0.00
Torque
kg-m -487 -344 0
kg-m 62 -1315 -1885
-7 -5 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.17 14.97 0.00
Vz
kg 0.00 3.74 5.29
OTMx
kg 0.00 3.74 5.29
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1981 -1411 -34
kg-m 0 -344 -487
0 -3 -4
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 14.97 21.17
Vz
kg 5.29 3.74 0.00
OTMx
kg 0.00 14.97 21.17
OTMz
kg-m -5.29 -3.74 0.00
Torque
kg-m -487 -344 0
kg-m -62 -1440 -2010
7 5 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 21.17 14.97 0.00
Vz
kg 0.00 3.74 5.29
OTMx
kg 0.00 3.74 5.29
OTMz
kg-m -21.17 -14.97 0.00
Torque
kg-m -1914 -1344 34
kg-m 0 -344 -487
0 3 4
6 ANT TV 0.25x1.0m - Elevation 88 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.74 25.09
Vz
kg 6.27 4.43 0.00
OTMx
kg 0.00 17.74 25.09
OTMz
kg-m -6.27 -4.43 0.00
Torque
kg-m -552 -390 0
kg-m 78 -1483 -2130
-8 -6 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 25.09 17.74 0.00
Vz
kg 0.00 4.43 6.27
OTMx
kg 0.00 4.43 6.27
OTMz
kg-m -25.09 -17.74 0.00
Torque
kg-m -2250 -1603 -42
kg-m 0 -390 -552
0 -3 -4
Page
Job
RISATower
38 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 88 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.74 25.09
Vz
kg 6.27 4.43 0.00
OTMx
kg 0.00 17.74 25.09
OTMz
kg-m -6.27 -4.43 0.00
Torque
kg-m -552 -390 0
kg-m -78 -1639 -2286
8 6 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.09 17.74 0.00
Vz
kg 0.00 4.43 6.27
OTMx
kg 0.00 4.43 6.27
OTMz
kg-m -25.09 -17.74 0.00
Torque
kg-m -2166 -1519 42
kg-m 0 -390 -552
0 3 4
6 ANT TV 0.25x1.0m - Elevation 83 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.44 24.67
Vz
kg 6.17 4.36 0.00
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -6.17 -4.36 0.00
Torque
kg-m -512 -362 0
kg-m 78 -1370 -1970
-8 -6 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 24.67 17.44 0.00
Vz
kg 0.00 4.36 6.17
OTMx
kg 0.00 4.36 6.17
OTMz
kg-m -24.67 -17.44 0.00
Torque
kg-m -2090 -1490 -42
kg-m 0 -362 -512
0 -3 -4
6 ANT TV 0.25x1.0m - Elevation 83 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 17.44 24.67
Vz
kg 6.17 4.36 0.00
OTMx
kg 0.00 17.44 24.67
OTMz
kg-m -6.17 -4.36 0.00
Torque
kg-m -512 -362 0
kg-m -78 -1526 -2126
8 6 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 24.67 17.44 0.00
Vz
kg 0.00 4.36 6.17
OTMx
kg 0.00 4.36 6.17
OTMz
kg-m -24.67 -17.44 0.00
Torque
kg-m -2006 -1406 42
kg-m 0 -362 -512
0 3 4
Page
Job
RISATower
39 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.47 14.81
Vz
kg 3.95 2.79 0.00
OTMx
kg 0.00 10.47 14.81
OTMz
kg-m -3.95 -2.79 0.00
Torque
kg-m -284 -201 0
kg-m 73 -681 -993
-8 -6 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.81 10.47 0.00
Vz
kg 0.00 2.79 3.95
OTMx
kg 0.00 2.79 3.95
OTMz
kg-m -14.81 -10.47 0.00
Torque
kg-m -1117 -805 -51
kg-m 0 -201 -284
0 -4 -6
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.47 14.81
Vz
kg 3.95 2.79 0.00
OTMx
kg 0.00 10.47 14.81
OTMz
kg-m -3.95 -2.79 0.00
Torque
kg-m -284 -201 0
kg-m -73 -827 -1139
8 6 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.81 10.47 0.00
Vz
kg 0.00 2.79 3.95
OTMx
kg 0.00 2.79 3.95
OTMz
kg-m -14.81 -10.47 0.00
Torque
kg-m -1015 -702 51
kg-m 0 -201 -284
0 4 6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.32 14.60
Vz
kg 3.89 2.75 0.00
OTMx
kg 0.00 10.32 14.60
OTMz
kg-m -3.89 -2.75 0.00
Torque
kg-m -267 -189 0
kg-m 73 -634 -927
-8 -6 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 14.60 10.32 0.00
Vz
kg 0.00 2.75 3.89
OTMx
kg 0.00 2.75 3.89
OTMz
kg-m -14.60 -10.32 0.00
Torque
kg-m -1051 -758 -51
kg-m 0 -189 -267
0 -4 -6
Page
Job
RISATower
40 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 10.32 14.60
Vz
kg 3.89 2.75 0.00
OTMx
kg 0.00 10.32 14.60
OTMz
kg-m -3.89 -2.75 0.00
Torque
kg-m -267 -189 0
kg-m -73 -780 -1073
8 6 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.60 10.32 0.00
Vz
kg 0.00 2.75 3.89
OTMx
kg 0.00 2.75 3.89
OTMz
kg-m -14.60 -10.32 0.00
Torque
kg-m -949 -656 51
kg-m 0 -189 -267
0 4 6
AT15-250 - Elevation 104.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.29 0.00 12.29
Vz
kg 6.73 9.51 6.73
OTMx
kg -3.93 6.73 13.45
OTMz
kg-m -13.45 -6.73 3.93
Torque
kg-m -1408 -706 408
kg-m 414 -700 -1402
-3 -4 -3
AT15-250 - Elevation 104.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.29 17.38 12.29
Vz
kg 6.73 0.00 6.73
OTMx
kg 3.93 12.29 13.45
OTMz
kg-m -13.45 -12.29 -3.93
Torque
kg-m -1408 -1287 -414
kg-m -414 -1287 -1408
3 0 -3
AT15-250 - Elevation 104.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.29 0.00 12.29
Vz
kg 6.73 9.51 6.73
OTMx
kg -3.93 6.73 13.45
OTMz
kg-m -13.45 -6.73 3.93
Torque
kg-m -1398 -696 418
kg-m 404 -710 -1413
7 10 7
AT15-250 - Elevation 104.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.29 17.38 12.29
Vz
kg 6.73 0.00 6.73
OTMx
kg 3.93 12.29 13.45
OTMz
kg-m -13.45 -12.29 -3.93
Torque
kg-m -1398 -1277 -404
kg-m -404 -1277 -1398
-7 0 7
AT15-250 - Elevation 103.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 12.26
Vz
kg 6.71
OTMx
kg -3.92
OTMz
kg-m -13.41
Torque
kg-m -1391
kg-m 409
-3
Page
Job
RISATower
41 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 103.5 - From Leg A
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00 12.26
Vz
kg 9.49 6.71
OTMx
kg 6.71 13.41
OTMz
kg-m -6.71 3.92
Torque
kg-m -697 403
kg-m -691 -1385
-4 -3
AT15-250 - Elevation 103.5 - From Leg B
Fs
kg
0 45 90
Vx
kg 12.26 17.34 12.26
Vz
kg 6.71 0.00 6.71
OTMx
kg 3.92 12.26 13.41
OTMz
kg-m -13.41 -12.26 -3.92
Torque
kg-m -1391 -1272 -409
kg-m -409 -1272 -1391
3 0 -3
AT15-250 - Elevation 103.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.26 0.00 12.26
Vz
kg 6.71 9.49 6.71
OTMx
kg -3.92 6.71 13.41
OTMz
kg-m -13.41 -6.71 3.92
Torque
kg-m -1381 -687 413
kg-m 399 -702 -1395
7 10 7
AT15-250 - Elevation 103.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.26 17.34 12.26
Vz
kg 6.71 0.00 6.71
OTMx
kg 3.92 12.26 13.41
OTMz
kg-m -13.41 -12.26 -3.92
Torque
kg-m -1381 -1261 -399
kg-m -399 -1261 -1381
-7 0 7
AT15-250 - Elevation 102.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.22 0.00 12.22
Vz
kg 6.69 9.46 6.69
OTMx
kg -3.91 6.69 13.37
OTMz
kg-m -13.37 -6.69 3.91
Torque
kg-m -1374 -689 398
kg-m 404 -683 -1368
-3 -4 -3
AT15-250 - Elevation 102.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.22 0.00 12.22
Vz
kg 6.69 9.46 6.69
OTMx
kg -3.91 6.69 13.37
OTMz
kg-m -13.37 -6.69 3.91
Torque
kg-m -1364 -679 408
kg-m 394 -693 -1378
7 10 7
AT15-250 - Elevation 102.5 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 12.22 17.29
Vz
kg 6.69 0.00
OTMx
kg 3.91 12.22
OTMz
kg-m -13.37 -12.22
Torque
kg-m -1364 -1246
kg-m -394 -1246
-7 0
Page
Job
RISATower
42 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 102.5 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
12.22
6.69
OTMx
kg
OTMz
kg-m
13.37
-3.91
Torque
kg-m -394
kg-m -1364
7
AT15-250 - Elevation 101.5 - From Leg A
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.19 0.00 12.19
6.67 9.44 6.67
OTMx
kg
OTMz
kg-m
-3.90 6.67 13.34
-13.34 -6.67 3.90
Torque
kg-m -1357 -680 393
kg-m 399 -674 -1351
-3 -4 -3
AT15-250 - Elevation 101.5 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.19 0.00 12.19
6.67 9.44 6.67
OTMx
kg
OTMz
kg-m
-3.90 6.67 13.34
-13.34 -6.67 3.90
Torque
kg-m -1346 -670 403
kg-m 389 -684 -1361
7 10 7
AT15-250 - Elevation 101.5 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.19 17.24 12.19
6.67 0.00 6.67
OTMx
kg
OTMz
kg-m
3.90 12.19 13.34
-13.34 -12.19 -3.90
Torque
kg-m -1346 -1230 -389
kg-m -389 -1230 -1346
-7 0 7
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -492.96 -343.05 7.81
kg-m
kg-m
kg-m
-7.81 343.05 492.96
-45192 -31381 837
803 -31415 -45226
-6 23 38
Dish Pressures - No Ice Elevation m 27.0000 24.0000 18.0000 18.0000 7.5000
Dish Description 8 FT DISH 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Aiming Azimuth ° 45.0000 225.0000 135.0000 225.0000 135.0000 Sum
Weight kg 113.85 113.85 113.85 113.85 45.00 500.40
Offsetx m 3.1506 -3.4029 3.9074 -3.9074 5.0965
Offsetz m -3.1506 3.4029 3.9074 3.9074 5.0965
Kz 1.326 1.282 1.181 1.181 1.000
AA m2 4.6730 4.6730 4.6730 4.6730 2.5447
qz kPa 0.90 0.87 0.80 0.80 0.68
43 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Dish Description
Aiming Azimuth ° Weight:
Weight kg
Offsetx m
Offsetz m
Kz
AA m2
Designed by
Ing. C. Londoño M.
qz kPa
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA
CA
CA
CM
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
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CM
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.001520 0.001520 0.001520
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
8 FT DISH - Elevation 27 - From Leg B FA FS FM Vx kg
kg 773.25 773.25 773.25
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 546.77 773.25
8 FT DISH - Elevation 24 - From Leg D FA FS FM Vx kg 747.66 747.66 747.66
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 528.68 747.66
8 FT DISH - Elevation 18 - From Leg C FA FS FM Vx kg 688.66 688.66 688.66
kg
kg 0.00 0.00 0.00
0.00 486.96 688.66
8 FT DISH - Elevation 18 - From Leg D FA FS FM Vx kg 688.66 688.66 688.66
kg
kg 0.00 0.00 0.00
0.00 486.96 688.66
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C FA FS FM Vx kg 113.31 113.31 113.31
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
kg -688.66 -486.96 0.00
Vz
kg 0.00 0.00 0.00
kg -747.66 -528.68 0.00
Vz
kg 0.00 0.00 0.00
kg -773.25 -546.77 0.00
0.00 80.12 113.31
kg -688.66 -486.96 0.00
Vz kg -113.31 -80.12 0.00
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3011.55 -2129.49 0.00
kg-m
kg-m
kg-m
0.00 2129.49 3011.55
-63316 -44435 1148
-201 -45783 -64664
470 4622 6067
OTMx
OTMz
kg-m -21236 -15121 -359
kg-m
OTMx
OTMz
kg-m -17556 -12301 387
kg-m
OTMx
OTMz
kg-m -11951 -8320 445
kg-m
OTMx
OTMz
kg-m -11951 -8320 445
kg-m
OTMx
OTMz
kg-m
kg-m -620 -372 229
-359 -15121 -21236
387 -12301 -17556
-445 -9210 -12841
445 -8320 -11951
-229 -830 -1079
Torque kg-m 2436 0 -2436
Torque kg-m -2544 0 2544
Torque kg-m 2691 3805 2691
Torque kg-m -2691 0 2691
Torque kg-m 577 817 577
Page
Job
RISATower
44 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Dish Pressures - Service Elevation m 27.0000 24.0000 18.0000 18.0000 7.5000
Dish Description
Aiming Azimuth ° 45.0000 225.0000 135.0000 225.0000 135.0000 Sum Weight:
8 FT DISH 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Weight kg 113.85 113.85 113.85 113.85 45.00 500.40
Offsetx m
Offsetz m
3.1506 -3.4029 3.9074 -3.9074 5.0965
Kz
-3.1506 3.4029 3.9074 3.9074 5.0965
AA m2
1.326 1.282 1.181 1.181 1.000
qz kPa
4.6730 4.6730 4.6730 4.6730 2.5447
0.23 0.22 0.20 0.20 0.17
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 90
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.004260 0.004260 0.004260
CA 0.001520 0.001520 0.001520
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
8 FT DISH - Elevation 27 - From Leg B FA FS FM Vx kg 193.31 193.31 193.31
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 136.69 193.31
8 FT DISH - Elevation 24 - From Leg D FA FS FM Vx kg 186.92 186.92 186.92
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 132.17 186.92
8 FT DISH - Elevation 18 - From Leg C FA FS FM Vx kg 172.17 172.17 172.17
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 121.74 172.17
8 FT DISH - Elevation 18 - From Leg D FA FS FM Vx kg 172.17 172.17 172.17
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 121.74 172.17
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C FA FS FM Vx kg 28.33 28.33 28.33
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 20.03 28.33
Vz
OTMx
OTMz
kg-m -5578 -4049 -359
kg-m
OTMx
OTMz
kg-m -4099 -2785 387
kg-m
OTMx
OTMz
kg-m -2654 -1746 445
kg-m
OTMx
OTMz
kg-m -2654 -1746 445
kg-m
Vz
OTMx
OTMz
kg -28.33 -20.03 0.00
kg-m
kg -193.31 -136.69 0.00
Vz kg -186.92 -132.17 0.00
Vz kg -172.17 -121.74 0.00
Vz kg -172.17 -121.74 0.00
-359 -4049 -5578
387 -2785 -4099
-445 -2636 -3544
445 -1746 -2654
kg-m 17 79 229
-229 -380 -442
Torque kg-m 609 0 -609
Torque kg-m -636 0 636
Torque kg-m 673 951 673
Torque kg-m -673 0 673
Torque kg-m 144 204 144
Page
Job
RISATower
45 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -752.89 -532.37 0.00
kg-m
kg-m
kg-m
0.00 532.37 752.89
-14968 -10248 1148
-201 -11596 -16316
117 1156 1517
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 105
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 105
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
User Load Totals - Service Wind Azimuth °
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
Torque kg-m 0 0 0
0 0 0
Project
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vz
kg
OTMx
kg 0.00 0.00 0.00
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Vx
46 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
OTMz
kg-m 0.00 0.00 0.00
Designed by
Ing. C. Londoño M.
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 13896.64 13896.64 17964.10 -31.25 17367.69 22220.39
-22220.39 -17367.69 31.25
-7.81 4341.92 5555.10
-5555.10 -4341.92 7.81
17964.10
Sum of Overturning Moments, Mx kg-m
Sum of Overturning Moments, Mz kg-m
3070 3070 -1118089 -890925 6258 3070 -279102 -222311 1985
Sum of Torques
-2841 -2841 347 -896835 -1123999 -2841 602 -223693 -280484
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
105 - 100.8
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Diagonal
Gov. Load Comb. 3 3 3 3 4 3 2 4 4 3 4
Force kg 2758.38 -2881.45 2741.74 2741.74 -64.98 74.94 882.69 -1077.71 222.65 -59.09 -1.24
Major Axis Moment kg-m -2 -4 21 21 -3 -1 0 0 0 0 0
Minor Axis Moment kg-m -6 -2 22 22 5 10 0 0 0 0 0
kg-m
9367 16739 12624 2342 4185 3156
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Horizontal
Top Girt
T2
100.8 - 99
Leg
Diagonal
Horizontal
Top Girt
T3
99 - 93
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Elevation m
47 of 66
TORRE DE 99m-CUADRADA PATA=12.050m 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. 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 4 2 1 3 1 3 4 2 5 3 5 3 3 3 3 3 3 3 2 4 2 3 2 3 4 2 2 3 2 3 4 2 2 3 2 3 3 3 2 2 2 2 3 3 3 3 3 3 4 2 1 3 1 3 4 4 1 3 1 3
Force kg 0.03 631.90 -519.26 -0.40 460.79 1.20 0.00 25.39 -21.39 0.52 -12.63 1.20 -0.00 3119.35 -3301.54 3102.57 3102.57 38.24 -40.20 419.83 -597.55 -164.51 -168.29 2.39 0.69 256.05 -166.56 -4.89 203.87 -1.96 -0.43 567.51 -491.47 -491.47 -341.24 1.17 -0.26 7287.27 -7077.17 -3339.52 1967.69 -78.68 78.70 1675.67 -1699.75 1671.09 -1494.65 2.78 -1.12 706.77 -566.97 56.12 572.18 3.80 -0.00 927.50 -834.74 51.30 455.81 3.80 -0.00
Major Axis Moment kg-m 0 0 0 0 0 0 0 0 0 0 0 0 0 -4 -3 21 21 21 -4 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 -17 -30 -4 -30 -4 0 0 2 0 2 0 0 0 -1 0 0 0 0 0 -1 0 0 0
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5 22 22 22 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 -13 4 30 4 30 0 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section No.
Elevation m
Component Type
Condition
T4
93 - 87
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 Max. Mx Max. My Max. Vy Max. Vx Max Tension
Diagonal
Top Girt
Mid Girt
T5
87 - 81
Leg
Diagonal
Top Girt
Mid Girt
T6
81 - 78
48 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Leg
Diagonal
Top Girt
Gov. Load Comb. 3 3 3 2 2 2 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 4 2 4 2 2
Force kg 17776.68 -17022.55 -1266.20 10703.79 99.13 -99.18 2823.39 -2829.06 2820.58 -2820.78 3.34 3.12 1110.30 -1012.40 53.90 869.52 3.80 0.00 1717.11 -1597.12 65.19 1355.79 3.80 0.00 33668.25 -30640.20 -30640.20 -1474.98 -802.32 -334.07 3787.49 -2839.92 3783.92 -2835.87 3.12 3.80 1518.71 -1417.82 55.49 1201.47 3.80 0.00 1437.97 -1354.42 50.11 1070.11 3.80 0.00 24560.39 -24159.17 -24135.82 -1276.60 457.62 191.63 8316.05 -6227.96 -4344.15 4737.77 -4.09 2.33 56.11
Major Axis Moment kg-m 17 -37 -66 -18 -65 -18 0 0 2 0 2 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -410 1749 1749 95 1749 100 0 0 2 -1 2 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -628 547 1749 58 1749 58 0 0 3 0 0 0 0
Minor Axis Moment kg-m 21 -35 63 65 17 65 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 -8 -8 645 -8 -640 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -20 -15 -8 -530 -8 -530 0 0 0 -2 0 0 0
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T7
78 - 75
Component Type
Leg
Diagonal
Horizontal
T8
75 - 69
Leg
Diagonal
Top Girt
Mid Girt
T9
69 - 63
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Elevation m
49 of 66
TORRE DE 99m-CUADRADA PATA=12.050m 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. 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. 2 2 3 2 3 3 3 3 3 3 3 3 2 4 2 4 2 3 3 4 4 4 4 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
Force kg -105.12 56.11 -84.11 3.77 -0.46 24512.60 -24176.53 -24176.53 -1262.70 486.56 -181.22 5543.34 -5204.76 -1777.02 4877.87 -7.97 2.45 348.12 -360.61 33.94 -33.46 -6.56 14.10 34262.41 -36379.14 -31598.72 -1046.74 -483.95 146.21 3412.83 -3778.58 3379.79 -2017.54 -11.31 -2.29 3959.11 -3633.56 165.67 -2882.82 -9.76 0.00 1651.73 -1514.16 77.19 1336.56 9.76 0.00 46472.79 -49921.82 -49921.82 -956.07 -125.90 -122.42 4267.78 -4543.53 4235.18 -3920.24 -11.72 -2.18 2211.79 -2019.77
Major Axis Moment kg-m 0 -1 0 0 0 104 -717 -717 57 547 57 0 0 7 0 0 0 3 3 3 -1 3 0 -348 182 -717 15 497 15 0 0 -7 -4 -7 0 0 0 -7 0 0 0 0 0 -7 0 0 0 -299 311 311 0 309 16 0 0 -8 -3 -8 0 0 0
Minor Axis Moment kg-m 0 0 0 0 0 -7 -4 -4 -529 -15 -529 0 0 0 -2 0 0 12 12 9 15 9 0 -9 -6 -4 -285 -7 -285 0 0 2 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 -9 -6 -6 -310 -6 -284 0 0 1 4 1 0 0 0
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T10
63 - 57
Leg
Diagonal
Top Girt
Mid Girt
T11
57 - 51
Leg
Diagonal
Top Girt
Mid Girt
T12
51 - 45
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Elevation m
50 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
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. 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 3 1 3 3 3 3
Force kg 100.38 1790.41 -9.76 -0.00 2631.19 -2415.81 113.92 -1933.29 9.76 -0.00 61171.41 -65294.66 -65294.66 -1017.10 -100.00 104.66 4959.25 -5130.25 4926.79 -3965.44 -11.98 -2.10 2802.07 -2581.88 116.32 -2071.79 -9.76 0.00 2995.59 -2772.31 118.77 -2230.50 9.76 -0.00 77635.66 -81523.73 -81523.73 -1394.95 -326.37 -289.25 5980.45 -6027.38 876.98 -5104.64 12.32 2.38 3269.68 -3034.36 124.08 -2448.38 -9.76 0.00 3460.26 -3211.63 125.33 -2593.84 9.76 -0.00 98537.45 -100912.73 -100912.73
Major Axis Moment kg-m -7 0 0 0 0 0 -7 0 0 0 -379 400 400 0 400 0 0 0 -9 -3 -9 0 0 0 -7 0 0 0 0 0 -7 0 0 0 -855 957 957 2 957 3 0 0 -9 -3 -9 0 0 0 -7 0 0 0 0 0 -7 0 0 0 -1302 1994 1994
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 0 -9 -6 -6 -344 -6 -344 0 0 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 -6 -5 -5 -527 -5 -526 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 27 27
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
T13
45 - 39
Leg
Diagonal
Top Girt
T14
39 - 33
Leg
Diagonal
T15
33 - 27
Leg
Diagonal
T16
27 - 21
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Elevation m
51 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
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 3 3 3 3 3 3 3 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 2 3 2 4 4 2 3 2 3 3 3 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 2 3 4 2 4 2 3 3 3 3
Force kg -2469.26 -954.62 505.95 5518.10 -5015.54 1859.27 -3954.44 14.51 5.41 2298.53 -2233.36 86.15 1885.81 -9.76 -0.00 99180.74 -99953.12 -99917.77 -4198.47 461.66 250.16 8403.73 -5532.46 -1268.73 -1227.81 9.66 23.10 2988.51 -3437.87 -3424.80 2200.84 9.73 -0.82 92256.83 -91453.79 92256.83 -5277.00 -152.86 -160.02 3280.58 -3003.77 -2468.16 -2468.16 11.58 8.19 87134.09 -84629.69 87134.09 -6424.09 -157.96 -202.61 1797.78 -2241.33 -1749.91 -1868.46 13.40 3.68 83544.96 -80857.30 83521.27 -7817.72
Major Axis Moment kg-m 71 1994 71 0 0 -14 -2 -14 0 0 0 -7 0 0 0 -110 -36 1994 121 1994 121 0 0 11 4 11 0 0 0 -7 0 0 0 -220 180 -220 122 180 122 0 0 12 12 12 0 -470 431 -470 -13 431 -13 0 0 13 9 13 0 -470 648 -671 35
Minor Axis Moment kg-m -1196 27 -1196 0 0 -1 11 -1 0 0 0 0 0 0 0 -50 -63 27 -547 27 -547 0 0 16 -66 16 0 0 0 0 1 0 0 -39 -22 -39 -549 -22 -549 0 0 -24 -24 -24 0 -13 -18 -13 -499 -18 -499 0 0 -9 -10 -9 0 -13 -102 -110 -672
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
T17
21 - 15
Leg
Diagonal
Top Girt
T18
15 - 12
Leg
Diagonal
Top Girt
T19
12 - 0
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Elevation m
52 of 66
TORRE DE 99m-CUADRADA PATA=12.050m 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 2 3 3 4 3 4 3 3 1 3 1 3 3 3 3 3 3 3 4 3 3 4 3 4 2 3 1 3 1 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 4 3 4 3 3 3 3 3 3 3 3 3 3 4 3
Force kg 278.31 352.85 4467.98 -2032.90 2063.31 -931.23 20.00 20.58 778.50 -1222.34 84.76 -1219.65 32.03 -2.69 83801.89 -80354.15 83801.89 -8726.96 -445.60 -463.23 2570.21 -1198.17 1339.30 -991.13 22.75 13.16 1083.12 -1811.81 91.73 -1811.64 37.53 -3.16 76967.24 -71433.57 76967.24 -8899.65 560.24 202.53 9755.16 -10507.10 -8696.43 7395.64 -35.60 3.80 8787.77 -8535.44 -8535.44 -6754.31 -86.05 7.24 78031.12 -72631.83 77912.25 -9086.21 -411.99 -442.62 10556.97 -11825.74 28.02 -7896.35 64.75
Major Axis Moment kg-m -671 35 0 0 21 15 21 0 0 0 -47 0 0 0 -671 -124 -671 37 -671 37 0 0 25 21 25 0 0 0 -65 0 0 0 -1359 1263 -1359 64 -1359 64 0 0 44 0 0 0 0 0 170 0 0 0 0 0 -1359 54 -1359 54 0 0 -219 0 0
Minor Axis Moment kg-m -110 -672 0 0 -35 -78 -35 0 0 0 0 4 0 0 -110 -127 -110 -672 -110 -672 0 0 -16 -52 -16 0 0 0 0 5 0 0 -111 -98 -111 -827 -111 -827 0 0 0 -5 0 0 0 0 0 -14 0 0 2 2 -109 -825 -109 -825 0 0 0 -75 0
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
14:59:31 09/11/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Section No.
53 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
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
Horizontal
Inner Bracing
Gov. Load Comb. 4 3 3 4 4 4 4 3 3 1 3 1 3
Force kg -22.20 4336.93 -4358.78 -3226.72 -2742.87 -41.07 7.41 660.78 -1143.87 -86.31 660.78 32.48 -0.07
Major Axis Moment kg-m 0 0 0 44 32 44 32 0 0 -48 0 0 0
Ing. C. Londoño M.
Minor Axis Moment kg-m 0 0 0 -1 -11 -1 -11 0 0 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
4500.53 4500.53 -75622.71 -75622.71 -75622.71 4500.53 51576.54 -42193.86 -42193.86 -42193.86 51576.54 51576.54 73421.69 4481.50 73421.69 4481.50 73421.69 4481.50 51055.38 51055.38 51055.38 -42659.88 -42659.88 -42659.88
838.57 838.57 -11928.42 -11928.42 -11928.42 838.57 -6733.15 8136.63 8136.63 8136.63 -6733.15 -6733.15 -11284.29 -792.97 -11284.29 -792.97 -11284.29 -792.97 10102.99 10102.99 10102.99 -4477.50 -4477.50 -4477.50
-795.29 -795.29 11276.18 11276.18 11276.18 -795.29 -9694.66 4897.15 4897.15 4897.15 -9694.66 -9694.66 12018.23 836.25 12018.23 836.25 12018.23 836.25 6231.44 6231.44 6231.44 -8632.10 -8632.10 -8632.10
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
Vertical kg 17964.08 17965.32 17963.85 17965.32
Shearx
Shearz
kg
kg
-0.01 -31.34 17365.27 22228.53
-0.00 -22228.51 -17365.72 31.21
Overturning Moment, Mx kg-m 3068 -1123317 -895006 6305
Overturning Moment, Mz kg-m -2839 336 -900979 -1129244
Torque kg-m 0 9377 16753 12631
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vertical
Shearx
kg 17964.09 17964.09 17964.09
Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
54 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Load Combination
Page
Job
RISATower
Shearz
kg -7.81 4341.62 5554.72
kg -5554.73 -4341.63 7.81
Overturning Moment, Mx kg-m -278441 -221409 3881
Overturning Moment, Mz kg-m -2050 -227343 -284367
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Torque kg-m 2345 4191 3158
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg 0.00 -31.25 17367.69 22220.39 -7.81 4341.92 5555.10
Sum of Applied Forces PY kg -17964.10 -17964.10 -17964.10 -17964.10 -17964.10 -17964.10 -17964.10
PZ kg 0.00 -22220.39 -17367.69 31.25 -5555.10 -4341.92 7.81
PX kg 0.01 31.34 -17365.27 -22228.53 7.81 -4341.62 -5554.72
Sum of Reactions PY kg 17964.08 17965.32 17963.85 17965.32 17964.09 17964.09 17964.09
PZ kg 0.00 22228.51 17365.72 -31.21 5554.73 4341.63 -7.81
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes No No No Yes Yes Yes
Number of Cycles 8 200 200 200 17 17 17
Displacement Tolerance 0.00000001 0.01191070 0.01122514 0.01191115 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00014782 0.00000000 0.00000000 0.00000000 0.00010640 0.00010781 0.00010687
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
Elevation m 105 - 100.8 100.8 - 99 99 - 93 93 - 87 87 - 81 81 - 78 78 - 75 75 - 69 69 - 63 63 - 57 57 - 51 51 - 45 45 - 39 39 - 33 33 - 27
Horz. Deflection mm 364.64 330.80 316.79 270.85 228.19 190.30 174.01 158.88 128.84 101.01 75.98 54.21 36.17 24.63 15.70
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.4610 0.4528 0.4439 0.4206 0.3738 0.3270 0.3075 0.2916 0.2729 0.2476 0.2179 0.1841 0.1458 0.1048 0.0794
° 0.0518 0.0518 0.0516 0.0487 0.0436 0.0357 0.0312 0.0294 0.0281 0.0264 0.0242 0.0215 0.0184 0.0115 0.0080
% Error 0.000% 0.029% 0.010% 0.029% 0.002% 0.002% 0.002%
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T16 T17 T18 T19
m 27 - 21 21 - 15 15 - 12 12 - 0
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Elevation
55 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Horz. Deflection mm 8.91 3.80 0.18 1.48
Gov. Load Comb. 6 6 5 6
Tilt
Twist
° 0.0590 0.0421 0.0277 0.0235
° 0.0057 0.0044 0.0031 0.0028
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 105.0000 104.5000 103.5000 102.5000 101.5000 96.0000 92.0000 88.0000 83.0000 72.0000 68.5000 27.0000 24.0000 18.0000 7.5000
CxMANTENIMIENTO AT15-250 AT15-250 AT15-250 AT15-250 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 364.64 360.56 352.42 344.33 336.33 293.60 263.46 235.02 202.21 143.76 126.42 8.91 6.33 1.19 2.34
° 0.4610 0.4606 0.4595 0.4579 0.4554 0.4328 0.4146 0.3825 0.3415 0.2815 0.2712 0.0590 0.0503 0.0341 0.0160
° 0.0518 0.0518 0.0519 0.0519 0.0519 0.0505 0.0480 0.0446 0.0387 0.0287 0.0280 0.0057 0.0050 0.0037 0.0020
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
Elevation m 105 - 100.8 100.8 - 99 99 - 93 93 - 87 87 - 81 81 - 78 78 - 75 75 - 69 69 - 63 63 - 57 57 - 51 51 - 45 45 - 39 39 - 33 33 - 27 27 - 21 21 - 15 15 - 12 12 - 0
Horz. Deflection mm 1475.12 1338.23 1281.60 1095.76 923.07 769.56 703.65 642.39 520.77 408.00 306.57 218.35 145.27 98.81 63.03 35.76 15.21 0.64 5.91
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3
Tilt
Twist
° 1.8653 1.8315 1.7955 1.7022 1.5141 1.3245 1.2449 1.1807 1.1054 1.0030 0.8829 0.7458 0.5903 0.4238 0.3179 0.2374 0.1690 0.1106 0.0938
° 0.2340 0.2157 0.2084 0.1969 0.1762 0.1446 0.1267 0.1195 0.1144 0.1074 0.0986 0.0879 0.0752 0.0467 0.0323 0.0231 0.0178 0.0124 0.0112
Radius of Curvature m 19487 19487 19487 11879 8843 20079 8936 8885 5178 44776 12398 15899 158387 5836 10310
RISATower I. P. DOLMEN S.A.
56 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:59:31 09/11/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 105.0000 104.5000 103.5000 102.5000 101.5000 96.0000 92.0000 88.0000 83.0000 72.0000 68.5000 27.0000 24.0000 18.0000 7.5000
CxMANTENIMIENTO AT15-250 AT15-250 AT15-250 AT15-250 6 ANT TV 0.20x0.80m 6 ANT TV 0.20x0.80m 6 ANT TV 0.25x1.0m 6 ANT TV 0.25x1.0m 3 ANT TV 0.30x1.20m 3 ANT TV 0.30x1.20m 8 FT DISH 8 FT DISH 8 FT DISH ANT GRIP 1.0x2.50m
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 1475.12 1458.63 1425.71 1392.99 1360.62 1187.79 1065.86 950.74 817.81 581.18 510.93 35.76 25.38 4.74 9.39
° 1.8653 1.8636 1.8593 1.8527 1.8421 1.7507 1.6781 1.5491 1.3835 1.1399 1.0986 0.2374 0.2023 0.1366 0.0641
° 0.2340 0.2318 0.2274 0.2231 0.2187 0.2016 0.1945 0.1805 0.1565 0.1167 0.1140 0.0231 0.0202 0.0149 0.0082
Radius of Curvature m 4814 4814 4814 2934 2185 5035 2237 2234 1269 11215 3074 3971 41178 1452 2568
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
m T1
T2
T3
T4
T5
T6
T7
105
100.8
99
93
87
81
78
Leg
A394T0
Bolt Size mm
Number Of Bolts
16
6
Maximum Load per Bolt kg 44.99
Allowable Load kg 5528.16
Diagonal
A394T0
13
1
882.70
2158.11
Top Girt
A394T0
13
1
25.39
2158.11
Leg
A394T0
16
6
1100.51
5528.16
Diagonal
A394T0
13
1
597.55
2959.69
Top Girt
A394T0
13
1
567.51
2158.11
Leg
A394T0
16
6
1064.10
5528.16
Diagonal
A394T0
16
1
1675.67
2774.71
Top Girt
A394T0
16
1
706.77
2774.71
Leg
A394T0
16
6
3496.62
5528.16
Diagonal
A394T0
16
1
2823.39
2774.71
Top Girt
A394T0
16
1
1110.30
2774.71
Leg
A394T0
16
8
5784.12
9979.03
Diagonal
A394T0
16
2
1893.74
3699.61
Top Girt
A394T0
16
1
1518.70
2774.71
Leg
A394T0
16
8
6140.10
9979.03
Diagonal
A394T0
16
2
4158.03
7399.23
Top Girt
A394T0
16
2
52.56
3699.61
Leg
A394T0
19
8
6128.17
9979.03
Diagonal
A394T0
16
2
2771.67
7399.23
Ratio Load Allowable 0.008 0.409 0.012 0.199 0.202 0.263 0.192 0.604 0.255 0.633 1.018 0.400 0.580 0.512 0.547 0.615 0.562 0.014 0.614 0.375
Allowable Ratio
Criteria
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
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
RISATower I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T9
T10
T11
T12
T13 T14 T15 T16
T17
T18
T19
75
69
63
57
51
45 39 33 27
21
15
12
Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m T8
57 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
A394T0
Bolt Size mm
Number Of Bolts
19
8
Maximum Load per Bolt kg 7899.95
Allowable Load kg 9979.03
Diagonal
A394T0
16
2
1889.29
7399.23
Top Girt
A394T0
16
2
1979.55
3699.61
Leg
A394T0
19
12
7176.20
9979.03
Diagonal
A394T0
16
2
2271.76
7399.23
Top Girt
A394T0
16
2
1105.89
3699.61
Leg
A394T0
19
12
9613.08
9979.03
Diagonal
A394T0
16
2
2565.12
7399.23
Top Girt
A394T0
16
2
1401.03
3699.61
Leg
A394T0
19
16
9229.11
9979.03
Diagonal
A394T0
16
2
3013.69
7399.23
Top Girt
A394T0
16
2
1634.84
3699.61
Leg
A394T0
19
20
9497.05
9979.03
Diagonal
A394T0
16
2
2759.05
7399.23
Top Girt
A394T0
16
2
1149.27
3699.61
Leg
A394T0
19
20
9995.32
9979.03
Diagonal
A394T0
16
2
4201.86
4932.82
Leg
A394T0
19
20
9225.66
9979.03
Diagonal
A394T0
16
2
1640.29
4932.82
Leg
A394T0
19
20
8713.42
9979.03
Diagonal
A394T0
16
2
1120.66
4932.82
Leg
A394T0
19
20
8354.58
9979.03
Diagonal
A394T0
16
2
2233.99
4932.82
Top Girt
A394T0
16
2
611.17
4932.82
Leg
A394T0
19
20
8380.17
9979.03
Diagonal
A394T0
16
2
1285.10
4932.82
Top Girt
A394T0
16
2
905.91
4932.82
Leg
A394T0
19
16
9620.92
9979.03
Diagonal
A394T0
16
2
5253.55
9865.64
Top Girt
A394T0
16
2
4393.88
9865.64
Leg
A394T0
19
16
9753.87
9979.03
Diagonal
A394T0
16
3
3941.91
7399.23
Ratio Load Allowable 0.792 0.255 0.535 0.719 0.307 0.299 0.963 0.347 0.379 0.925 0.407 0.442 0.952 0.373 0.311 1.002 0.852 0.925 0.333 0.873 0.227 0.837 0.453 0.124 0.840 0.261 0.184 0.964 0.533 0.445 0.977 0.533
14:59:31 09/11/13 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
Bolt SS
1.333
Member Bearing
1.333
Bolt SS
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
Page
Job
RISATower
58 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 105 - 100.8
L76x76x6
m 4.2000
m 0.7000
T2
100.8 - 99
L76x76x6
1.8868
0.9434
T3
99 - 93
L76x76x6
6.0000
T4
93 - 87
L102x102x6
T5
87 - 81
T6
Kl/r
Fa
A mm2 929
Actual P kg -2876.07
Allow. Pa kg 16250.22
Ratio P Pa 0.177
kPa 171534
62.7 K=1.00
153370
929
-3301.54
14529.47
0.227
2.0000
66.5 K=0.50
148765
929
-7077.18
14093.26
0.502
6.0000
2.0000
49.5 K=0.50
144987
1252
-17022.56
18504.49
0.920
L102x8+L76x6
6.0000
2.0000
49.8 K=0.50
168136
2477
-30640.17
42475.22
0.721
81 - 78
L102x8+L76x6
3.0435
3.0435
75.7 K=0.50
136863
2477
-24159.15
34575.00
0.699
T7
78 - 75
L102x8+L76x6
3.0435
3.0435
75.7 K=0.50
136863
2477
-24176.53
34575.00
0.699
T8
75 - 69
L102x10+L102x10
6.0000
3.0000
74.9 K=0.50
137925
3690
-36379.16
51902.32
0.701
T9
69 - 63
L102x10+L102x10
6.0000
3.0000
74.9 K=0.50
137925
3690
-49921.94
51902.32
0.962
T10
63 - 57
L127x10+L102x10
6.0000
3.0000
59.7 K=0.50
157041
4174
-65294.64
66844.11
0.977
T11
57 - 51
L152x10+L102x10
6.0000
3.0000
49.6 K=0.50
168293
4658
-81523.73
79937.06
1.020
T12
51 - 45
L152x10+L102x13
6.0000
3.0000
49.6 K=0.50
168293
5232
-100912.54
89790.90
1.124
T13
45 - 39
L152x10+L102x13
6.0423
6.0423
50.0 K=0.25
167918
5232
-99953.19
89590.87
1.116
T14
39 - 33
L152x10+L102x13
6.0423
6.0423
50.0 K=0.25
167918
5232
-91453.77
89590.87
1.021
T15
33 - 27
L152x10+L102x10
6.0423
6.0423
50.0 K=0.25
167918
4658
-84629.47
79759.25
1.061
T16
27 - 21
L152x10+L102x10
6.0423
6.0423
50.0 K=0.25
167918
4658
-80857.40
79759.25
1.014
T17
21 - 15
L152x10+L102x10
6.0423
6.0423
50.0 K=0.25
167918
4658
-80354.36
79759.25
1.007
T18
15 - 12
L152x13+L102x10
3.0212
3.0212
50.4 K=0.50
167461
5555
-71433.56
94855.72
0.753
T19
12 - 0
L152x13+L102x10
12.2744
12.2744
51.2 K=0.13
166604
5555
-72631.95
94370.37
0.770
46.6 K=1.00
Page
Job
RISATower
59 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 105 - 100.8
L38x38x5
m 0.9220
m 0.8049
T2
100.8 - 99
L38x38x5
1.2207
1.1259
T3
99 - 93
L38x38x5
2.4413
T4
93 - 87
L38x38x5
T5
87 - 81
T6
Kl/r
Fa
A mm2 340
Actual P kg -1077.71
Allow. Pa kg 2855.31
Ratio P Pa 0.377
kPa 82302
151.1 K=1.00
45096
340
-597.55
1564.50
0.382
1.1542
99.5 K=1.00
89910
340
-1699.75
3119.25
0.545
2.4413
1.1321
97.6 K=1.00
91562
340
-2829.06
3176.54
0.891
L38x38x5
2.4413
1.1317
97.6 K=1.00
91587
340
-2839.92
3177.43
0.894
81 - 78
2L51x51x5
3.1018
2.9012
92.6 K=0.50
95823
923
-6227.96
9014.74
0.691
T7
78 - 75
2L51x51x5
3.3410
3.2251
102.9 K=0.50
86930
923
-5204.75
8178.05
0.636
T8
75 - 69
2L51x51x5
4.1379
1.9949
127.3 K=1.00
63541
923
-3778.58
5977.76
0.632
T9
69 - 63
2L51x51x5
4.1379
1.9949
127.3 K=1.00
63541
923
-4543.55
5977.76
0.760
T10
63 - 57
2L51x51x5
4.1379
1.9768
126.1 K=1.00
64714
923
-5130.27
6088.03
0.843
T11
57 - 51
2L51x51x5
4.1379
1.9586
125.0 K=1.00
65899
923
-6027.38
6199.57
0.972
T12
51 - 45
2L51x51x5
4.1379
1.9586
125.0 K=1.00
65899
923
-5015.55
6199.57
0.809
T13
45 - 39
L51x51x6
6.8925
3.8102
95.9 K=0.25
93001
605
-5532.47
5739.03
0.964
T14
39 - 33
L51x51x6
7.4360
4.0192
129.9 K=0.50
61002
605
-3003.77
3764.40
0.798
T15
33 - 27
L51x51x6
8.0696
4.3000
139.0 K=0.50
53295
605
-2241.33
3288.82
0.681
T16
27 - 21
L64x64x6
8.7737
4.6295
118.5 K=0.50
72363
768
-2032.90
5665.19
0.359
T17
21 - 15
L64x64x6
9.5328
4.9940
127.8 K=0.50
63003
768
-1198.17
4932.36
0.243
T18
15 - 12
2L64x64x6
4.9645
4.8691
124.6 K=0.50
66241
1535
-10507.11
10371.76
1.013
T19
12 - 0
L102x102x10
13.5511
13.3870
107.1 K=0.25
83122
1845
-11825.75
15639.69
0.756
108.0 K=1.00
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 105 - 100.8
L38x38x5
m 0.6000
m 0.5238
T2
100.8 - 99
L38x38x5
1.0000
0.9238
Kl/r
70.3 K=1.00 124.0
Fa
A
kPa 113071
2
mm 340
Actual P kg -519.26
Allow. Pa kg 3922.75
Ratio P Pa 0.132
66911
340
-166.56
2321.34
0.072
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
60 of 66
TORRE DE 99m-CUADRADA PATA=12.050m 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
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T7
78 - 75
L64x64x5
2.1250
2.0230
102.4 K=1.00
87393
582
-360.61
5185.97
0.070
T19
12 - 0
L102x102x6
8.4000
4.1238
64.9 K=0.50
113615
1252
-4358.78
14500.54
0.301
Allow. Pa kg 3922.75
Ratio P Pa 0.005
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 113071
mm 340
Actual P kg -21.39
70.3 K=1.00
113071
340
-491.47
3922.75
0.125
1.3238
132.3 K=1.00
58842
461
-566.97
2767.82
0.205
1.4000
1.3238
132.3 K=1.00
58842
461
-1012.40
2767.82
0.366
L51x51x5
1.4000
1.2984
129.7 K=1.00
61166
461
-1417.82
2877.17
0.493
81 - 78
L51x51x5
1.4000
1.2980
82.8 K=1.00
103683
461
-105.12
4877.12
0.022
T8
75 - 69
L64x64x5
2.8500
2.7480
109.3 K=0.50
81140
582
-3633.56
4814.93
0.755
T9
69 - 63
L64x64x5
2.8500
2.7480
139.1 K=1.00
53243
582
-2019.77
3159.49
0.639
T10
63 - 57
L64x64x5
2.8500
2.7480
139.1 K=1.00
53243
582
-2581.88
3159.49
0.817
T11
57 - 51
L64x64x5
2.8500
2.7230
137.8 K=1.00
54225
582
-3034.36
3217.77
0.943
T12
51 - 45
L64x64x5
2.8500
2.6980
136.5 K=1.00
55235
582
-2233.35
3277.68
0.681
T13
45 - 39
L64x64x5
2.8500
2.6980
136.5 K=1.00
55235
582
-3437.87
3277.68
1.049
T16
27 - 21
L76x76x6
5.8770
5.7250
121.2 K=0.50
69725
929
-1222.34
6605.40
0.185
T17
21 - 15
L76x76x6
6.8860
6.7340
142.5 K=0.50
50678
929
-1811.81
4800.96
0.377
T18
15 - 12
2L76x76x6x10
7.8950
7.7430
147.5 K=0.45
47322
1858
-8535.43
8966.03
0.952
Actual P kg
Allow. Pa kg
Ratio P Pa
T1
m 105 - 100.8
L38x38x5
m 0.6000
m 0.5238
T2
100.8 - 99
L38x38x5
0.6000
0.5238
T3
99 - 93
L51x51x5
1.4000
T4
93 - 87
L51x51x5
T5
87 - 81
T6
Kl/r
70.3 K=1.00
Fa
A 2
Mid 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 LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
61 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T3
m 99 - 93
L51x51x5
m 1.4000
m 1.3238
T4
93 - 87
L51x51x5
1.4000
1.2984
T5
87 - 81
L51x51x5
1.4000
T8
75 - 69
L64x64x5
T9
69 - 63
T10 T11
Kl/r
Fa
A
kPa 58842
129.7 K=1.00
1.2980
2.8500
L64x64x5
63 - 57 57 - 51
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
mm2 461
Actual P kg -834.74
Allow. Pa kg 2767.82
Ratio P Pa 0.302
61166
461
-1597.13
2877.17
0.555
129.7 K=1.00
61204
461
-1354.42
2878.95
0.470
2.7480
109.3 K=0.50
81140
582
-1514.16
4814.93
0.314
2.8500
2.7480
139.1 K=1.00
53243
582
-2415.81
3159.49
0.765
L64x64x5
2.8500
2.7230
137.8 K=1.00
54225
582
-2772.31
3217.77
0.862
L64x64x5
2.8500
2.6980
136.5 K=1.00
55235
582
-3211.63
3277.68
0.980
Actual P kg -1143.87
Allow. Pa kg 2500.47
Ratio P Pa 0.457
Allow. Pa kg 15699.97
Ratio P Pa 0.175
132.3 K=1.00
Inner Bracing Design Data (Compression) Section No. T19
Elevation m 12 - 0
Size
L
Lu
L76x76x6
m 5.9397
m 5.9397
Kl/r
197.5 K=0.50
Fa
A
kPa 26394
mm2 929
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.7000
29.6
kPa 224080
mm2 687
Actual P kg 2741.74
T1
m 105 - 100.8
L76x76x6
m 4.2000
T2
100.8 - 99
L76x76x6
1.8868
0.9434
39.9
224080
687
3119.35
15699.97
0.199
T3
99 - 93
L76x76x6
6.0000
2.0000
84.7
224080
687
7287.28
15699.97
0.464
T4
93 - 87
L102x102x6
6.0000
2.0000
63.0
224080
1010
17776.70
23070.85
0.771
T5
87 - 81
L102x8+L76x6
6.0000
2.0000
99.5
206843
2477
33615.29
52253.40
0.643
T6
81 - 78
L102x8+L76x6
3.0435
3.0435
151.5
206843
2477
24560.40
52253.40
0.470
T7
78 - 75
L102x8+L76x6
3.0435
3.0435
151.5
206843
2477
24512.59
52253.40
0.469
T8
75 - 69
L102x10+L102x10
6.0000
3.0000
149.9
206843
3690
34234.67
77836.02
0.440
T9
69 - 63
L102x10+L102x10
6.0000
3.0000
149.9
206843
3690
46472.82
77836.02
0.597
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section No.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
62 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T10
63 - 57
L127x10+L102x10
6.0000
3.0000
119.3
206843
4174
61171.48
88042.30
0.695
T11
57 - 51
L152x10+L102x10
6.0000
3.0000
99.3
206843
4658
77635.53
98248.14
0.790
T12
51 - 45
L152x10+L102x13
6.0000
3.0000
99.3
206843
5232
98537.53
110359.05
0.893
T13
45 - 39
L152x10+L102x13
6.0423
6.0423
199.9
206843
5232
99180.72
110359.05
0.899
T14
39 - 33
L152x10+L102x13
6.0423
6.0423
199.9
206843
5232
92256.63
110359.05
0.836
T15
33 - 27
L152x10+L102x10
6.0423
6.0423
199.9
206843
4658
87134.21
98248.14
0.887
T16
27 - 21
L152x10+L102x10
6.0423
6.0423
199.9
206843
4658
83545.84
98248.14
0.850
T17
21 - 15
L152x10+L102x10
6.0423
6.0423
199.9
206843
4658
83801.67
98248.14
0.853
T18
15 - 12
L152x13+L102x10
3.0212
3.0212
100.8
206843
5555
76967.39
117162.94
0.657
T19
12 - 0
L152x13+L102x10
12.2744
12.2744
409.5
206843
5555
78031.06
117162.94
0.666
Allow. Pa kg 5166.69
Ratio P Pa 0.171
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.8049
69.4
kPa 148927
mm2 340
Actual P kg 882.70
T1
m 105 - 100.8
L38x38x5
m 0.9220
T2
100.8 - 99
L38x38x5
1.2207
1.1259
97.1
148927
340
419.83
5166.69
0.081
T3
99 - 93
L38x38x5
2.4413
1.1542
99.5
199948
249
1675.67
5086.95
0.329
T4
93 - 87
L38x38x5
2.4413
1.1321
97.6
199948
249
2823.39
5086.95
0.555
T5
87 - 81
L38x38x5
2.4413
1.1317
97.6
199948
249
3787.49
5086.95
0.745
T6
81 - 78
2L51x51x5
3.1018
2.9012
185.1
148927
923
8316.07
14010.57
0.594
T7
78 - 75
2L51x51x5
3.3410
3.2251
205.8
148927
923
5543.35
14010.57
0.396
T8
75 - 69
2L51x51x5
4.1379
1.9949
127.3
148927
923
3412.83
14010.57
0.244
T9
69 - 63
2L51x51x5
4.1379
1.9949
127.3
148927
923
4267.78
14010.57
0.305
T10
63 - 57
2L51x51x5
4.1379
1.9768
126.1
148927
923
4959.26
14010.57
0.354
T11
57 - 51
2L51x51x5
4.1379
1.9586
125.0
148927
923
5980.44
14010.57
0.427
T12
51 - 45
2L51x51x5
4.1379
1.9586
125.0
148927
923
5518.09
14010.57
0.394
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
Section No.
63 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T13
m 45 - 39
L51x51x6
m 6.8925
m 3.8102
246.3
kPa 148927
T14
39 - 33
L51x51x6
7.4360
4.0192
259.8
T15
33 - 27
L51x51x6
8.0696
4.3000
T16
27 - 21
L64x64x6
8.7737
T17
21 - 15
L64x64x6
T18
15 - 12
T19
12 - 0
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
mm2 605
Actual P kg 8403.71
Allow. Pa kg 9190.15
Ratio P Pa 0.914
148927
605
3280.58
9190.15
0.357
278.0
148927
605
1797.78
9190.15
0.196
4.6295
237.0
148927
768
4467.98
11659.14
0.383
9.5328
4.9940
255.7
148927
768
2570.21
11659.14
0.220
2L64x64x6
4.9645
4.8691
249.3
148927
1535
9755.14
23318.28
0.418
L102x102x10
13.5511
13.3870
428.5
148927
1845
10556.96
28021.13
0.377
Allow. Pa kg 5166.69
Ratio P Pa 0.122
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.5238
45.2
kPa 148927
mm2 340
Actual P kg 631.90
T1
m 105 - 100.8
L38x38x5
m 0.6000
T2
100.8 - 99
L38x38x5
1.0000
0.9238
79.6
148927
340
256.05
5166.69
0.050
T7
78 - 75
L64x64x5
2.1250
2.0230
102.4
148927
582
348.12
8837.43
0.039
T19
12 - 0
L102x102x6
8.4000
4.1238
129.9
148927
1252
4336.93
19007.34
0.228
Allow. Pa kg 5166.69
Ratio P Pa 0.005
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 105 - 100.8
L38x38x5
m 0.6000
m 0.5238
45.2
kPa 148927
mm2 340
Actual P kg 25.39
T2
100.8 - 99
L38x38x5
0.6000
0.5238
45.2
148927
340
567.51
5166.69
0.110
T3
99 - 93
L51x51x5
1.4000
1.3238
84.5
148927
461
706.77
7005.28
0.101
T4
93 - 87
L51x51x5
1.4000
1.3238
84.5
148927
461
1110.30
7005.28
0.158
T5
87 - 81
L51x51x5
1.4000
1.2984
82.8
148927
461
1518.70
7005.28
0.217
T6
81 - 78
L51x51x5
1.4000
1.2980
82.8
148927
461
56.11
7005.28
0.008
T8
75 - 69
L64x64x5
2.8500
2.7480
139.1
148927
582
3959.11
8837.43
0.448
T9
69 - 63
L64x64x5
2.8500
2.7480
139.1
148927
582
2211.79
8837.43
0.250
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
64 of 66
TORRE DE 99m-CUADRADA PATA=12.050m 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
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T10
63 - 57
L64x64x5
2.8500
2.7480
139.1
148927
582
2802.07
8837.43
0.317
T11
57 - 51
L64x64x5
2.8500
2.7230
137.8
148927
582
3269.68
8837.43
0.370
T12
51 - 45
L64x64x5
2.8500
2.6980
136.5
148927
582
2298.53
8837.43
0.260
T13
45 - 39
L64x64x5
2.8500
2.6980
136.5
148927
582
2988.51
8837.43
0.338
T16
27 - 21
L76x76x6
5.8770
5.7250
242.4
148927
929
778.51
14108.54
0.055
T17
21 - 15
L76x76x6
6.8860
6.7340
285.1
148927
929
1083.12
14108.54
0.077
T18
15 - 12
2L76x76x6x10
7.8950
7.7430
327.8
148927
1858
8787.76
28217.08
0.311
Allow. Pa kg 7005.28
Ratio P Pa 0.132
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 1.3238
84.5
kPa 148927
mm2 461
Actual P kg 927.51
T3
m 99 - 93
L51x51x5
m 1.4000
T4
93 - 87
L51x51x5
1.4000
1.2984
82.8
148927
461
1717.12
7005.28
0.245
T5
87 - 81
L51x51x5
1.4000
1.2980
82.8
148927
461
1437.97
7005.28
0.205
T8
75 - 69
L64x64x5
2.8500
2.7480
139.1
148927
582
1651.73
8837.43
0.187
T9
69 - 63
L64x64x5
2.8500
2.7480
139.1
148927
582
2631.19
8837.43
0.298
T10
63 - 57
L64x64x5
2.8500
2.7230
137.8
148927
582
2995.59
8837.43
0.339
T11
57 - 51
L64x64x5
2.8500
2.6980
136.5
148927
582
3460.27
8837.43
0.392
Actual P kg 660.78
Allow. Pa kg 14108.54
Ratio P Pa 0.047
Inner Bracing Design Data (Tension) Section No. T19
Elevation m 12 - 0
Size
L76x76x6
L m 5.9397
Lu m 5.9397
Kl/r
251.4
Fa kPa 148927
A 2
mm 929
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
65 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
105 - 100.8
Leg Diagonal
L76x76x6 L38x38x5
3 9
-2876.07 -1077.71
21661.55 3806.12
Pass Pass
Horizontal Top Girt
L38x38x5 L38x38x5
16 8
-519.26 -21.39
5229.03 5229.03
13.3 28.3 30.7 (b) 9.9 0.4 0.9 (b) 17.0 28.7 5.4 9.4 19.7 (b) 37.7 40.9 45.3 (b) 15.4 19.1 (b) 22.6 69.0 66.8 76.3 (b) 27.4 30.0 (b) 41.6 54.1 67.1 37.0 41.1 (b) 35.3 52.4 51.8 1.6 52.5 47.7 5.2 52.6 59.4 (b) 47.4 56.6 23.6 72.2 57.0 48.0 57.4 73.3 63.2 61.3 64.6 76.5 72.9 70.7 73.5 84.3 60.7 51.1 83.7 72.3 78.7 76.6
T2
100.8 - 99
Leg Diagonal Horizontal Top Girt
L76x76x6 L38x38x5 L38x38x5 L38x38x5
55 71 66 59
-3301.54 -597.55 -166.56 -491.47
19367.79 2085.48 3094.35 5229.03
T3
99 - 93
Leg Diagonal
L76x76x6 L38x38x5
75 88
-7077.18 -1699.75
18786.31 4157.96
Top Girt
L51x51x5
77
-566.97
3689.51
Mid Girt Leg Diagonal
L51x51x5 L102x102x6 L38x38x5
84 115 128
-834.74 -17022.56 -2829.06
3689.51 24666.48 4234.32
Top Girt
L51x51x5
120
-1012.40
3689.51
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x8+L76x6 L38x38x5 L51x51x5
124 155 168 160
-1597.13 -30640.17 -2839.92 -1417.82
3835.27 56619.46 4235.51 3835.27
Mid Girt Leg Diagonal Top Girt Leg Diagonal Horizontal Leg
L51x51x5 L102x8+L76x6 2L51x51x5 L51x51x5 L102x8+L76x6 2L51x51x5 L64x64x5 L102x10+L102x10
176 195 208 197 215 222 201 227
-1354.42 -24159.15 -6227.96 -105.12 -24176.53 -5204.75 -360.61 -36379.16
3837.64 46088.47 12016.65 6501.20 46088.47 10901.33 6912.90 69185.79
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 Top Girt Leg
2L51x51x5 L64x64x5 L64x64x5 L102x10+L102x10 2L51x51x5 L64x64x5 L64x64x5 L127x10+L102x10 2L51x51x5 L64x64x5 L64x64x5 L152x10+L102x10 2L51x51x5 L64x64x5 L64x64x5 L152x10+L102x13 2L51x51x5 L64x64x5 L152x10+L102x13 L51x51x6 L64x64x5 L152x10+L102x13
240 232 236 255 268 260 264 283 296 288 292 311 324 316 320 339 348 344 363 374 366 379
-3778.58 -3633.56 -1514.16 -49921.94 -4543.55 -2019.77 -2415.81 -65294.64 -5130.27 -2581.88 -2772.31 -81523.73 -6027.38 -3034.36 -3211.63 -100912.54 -5015.55 -2233.35 -99953.19 -5532.47 -3437.87 -91453.77
7968.35 6418.30 6418.30 69185.79 7968.35 4211.60 4211.60 89103.20 8115.34 4211.60 4289.28 106556.10 8264.02 4289.28 4369.14 119691.27 8264.02 4369.14 119424.62 7650.13 4369.14 119424.62
T4
93 - 87
T5
87 - 81
T6
81 - 78
T7
78 - 75
T8
75 - 69
T9
69 - 63
T10
63 - 57
T11
57 - 51
T12
51 - 45
T13
45 - 39
T14
39 - 33
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
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
T15
33 - 27
T16
27 - 21
T17
21 - 15
T18
T19
Date
EVALUACION ESTRUCTURAL EB. CERRO LA PITA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70G - 25.
No.
66 of 66
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH Project
I. P. DOLMEN S.A.
Section
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:59:31 09/11/13 Designed by
Ing. C. Londoño M.
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
Diagonal Leg Diagonal Leg Diagonal
L51x51x6 L152x10+L102x10 L51x51x6 L152x10+L102x10 L64x64x6
388 391 398 403 409
-3003.77 -84629.47 -2241.33 -80857.40 4467.98
5017.95 106319.08 4383.99 106319.08 15541.64
Pass Pass Pass Pass Pass
Top Girt Leg Diagonal
L76x76x6 L152x10+L102x10 L64x64x6
405 419 430
-1222.34 -80354.36 -1198.17
8804.99 106319.08 6574.84
15 - 12
Top Girt Leg
L76x76x6 L152x13+L102x10
424 435
-1811.81 -71433.56
6399.68 126442.67
12 - 0
Diagonal Top Girt Leg
2L64x64x6 2L76x76x6x10 L152x13+L102x10
445 440 455
-10507.11 -8535.43 -72631.95
13825.55 11951.71 125795.70
Diagonal Horizontal Inner Bracing
L102x102x10 L102x102x6 L76x76x6
462 447 466
-11825.75 -4358.78 -1143.87
20847.70 19329.21 3333.13
59.9 79.6 51.1 76.1 28.7 34.0 (b) 13.9 75.6 18.2 19.5 (b) 28.3 56.5 72.3 (b) 76.0 71.4 57.7 73.3 (b) 56.7 22.6 34.3 Summary 84.3 76.3
Leg (T12) Diagonal (T4) Horizontal (T19) Top Girt (T13) Mid Girt (T11) Inner Bracing (T19) Bolt Checks RATING =
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
22.6
Pass
78.7
Pass
73.5
Pass
34.3
Pass
76.3 84.3
Pass Pass
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99+6m C. NUEVA+REF EB. LA PITA.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 105.0000
Tilt (deg) 500
0
Twist (deg) 0.5
-0.1
-0.05
0
0.05
0.1 105.0000
100.8000
100.8000
99.0000
99.0000
93.0000
93.0000
87.0000
87.0000
81.0000
81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
69.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
39.0000
39.0000
33.0000
33.0000
27.0000
27.0000
21.0000
21.0000
15.0000
15.0000
12.0000
12.0000
0.0000 0
0.0000 500
0
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.5
Job:
-0.1
-0.05
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
Feedline Distribution Chart 0.0000 - 105.0000 Round
105.0000
100.8000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
104.0000 103.0000 102.0000 101.0000
Face D
104.0000 103.0000 102.0000 101.0000
105.0000
104.0000 103.0000 102.0000 101.0000
100.8000
99.0000
99.0000 96.0000
96.0000
96.0000
92.0000
92.0000
92.0000
88.0000
88.0000
88.0000
93.0000
93.0000
87.0000
87.0000
83.0000
83.0000 81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
72.0000
72.0000
72.0000
68.5000
68.5000
68.5000
69.0000
57.0000
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E)
51.0000
(3) 1 (3 ANT RF N)
57.0000 (3) 1 (3 ANT RF N)
63.0000
(4) 1 (4 ANT RF N)
63.0000
(4) 1 (4 ANT RF N)
45.0000
39.0000
33.0000
27.0000
27.0000
27.0000
27.0000
24.0000
24.0000
24.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
21.0000 18.0000
18.0000
18.0000
15.0000 12.0000
7.5000
7.5000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
7.5000
7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT GRIP E)
Elevation (m)
83.0000
81.0000
15.0000 12.0000
0.0000
DIAGRAMA CABLES GUIA DE ONDA-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
Stress Distribution Chart 0.0000 - 105.0000 > 100%
Elevation (m)
105.0000
90%-100%
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
105.0000
100.8000
100.8000
99.0000
99.0000
93.0000
93.0000
87.0000
87.0000
81.0000
81.0000
78.0000
78.0000
75.0000
75.0000
69.0000
69.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
39.0000
39.0000
33.0000
33.0000
27.0000
27.0000
21.0000
21.0000
15.0000
15.0000
12.0000
12.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/12/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. CERRO LA PITA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
TORRE 99+6m EB. CERRO LA PITA
I. P. DOLMEN S.A.
7. Rev. DE CIMENTACION TIPO ZAPATA PARA TORRES OBRA:
TORRE TELECOMUNICACIONES TC99+6m EB. CERRO LA PITA 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
-73.422,00 -11.284,00 12.018,00 75.623,00 -11.928,00 11.276,00
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
-73.422,00 -11.284,00 12.018,00 75.623,00 -11.928,00 11.276,00
ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE Compresión (-)
Fc
Kg
73.422,00
Corte l
Ft
Kg
11.284,00
Corte t
Fl
Kg
12.018,00
Arranque (+)
Fa
Kg
75.623,00
Corte l
Fta
Kg
11.928,00
Corte t
Fla
Kg
11.276,00
ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE Compresión (-)
Fc'
Kg
Corte l
Ft'
Kg
11.284,00
Corte t
Fl'
Kg
12.018,00
Arranque (+)
Fa'
Kg
75.623,00
Corte l
Fta'
Kg
11.928,00
Corte t
Fla'
Kg
11.276,00
Kg/cm2 2 Kg/cm Kg/m3 º
Kg/m3 2 Kg/cm 2 Kg/cm
1,50 1,88 1700 20,0 2,04 0,49 2,04 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
73.422,00
GEOMETRIA
clm/rcg
Angulo montante
φ
º
0,0000
Lado zapata
L
m
3,50
Lado pedestal
B
m
0,75
Espesor zapata
s
m
0,80
Profundidad zapata
H
m
3,00
Alt. ped. sobre suelo
H3
m
1,40
Alt. ped. enterrada
H2
m
2,20
Altura total cimiento
H1
m
4,40
7.1
Rev.CimTC99+6m EB. LA PITA-Cap. 7
TORRE 99+6m EB. CERRO LA PITA
I. P. DOLMEN S.A. Altura pedestal
Hp
m
3,60
Recubrimiento
a
m
0,070
Altura efec. concreto
d
m
0,730
Volumen zapata
Vz
m³
9,80
Volumen pedestal
Vp
m³
2,03
Volumen Concreto
Vc
m³
11,83
Peso concreto
Wc
Kg
28380
Volumen suelo 1
Vs1
m³
25,71
Volumen suelo 2
Vs2
m³
22,93
Volumen suelo 3
Vs3
m³
3,75
Volumen total suelo
Vs
m³
52,39
Peso suelo
Ws
Kg
89060
VOLUMENES Y PESOS
ARRANCAMIENTO Hipotesis crítica F.S. Arrancamiento
FSa
Checheo Arrancam.
(Wc+Ws)/Fa
1,55
FSa > 1.50
O.K.
ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO) Hipotesis crítica Compresión
P
Kg
ht
m
145513 2,20
Rt
Kg
6293
hl
m
2,20
Rl
Kg
6293
Momento transversal
MT
Kg*m
43230
Momento longitudinal
ML
Kg*m
40000
σp
Kg/m2
11879
σt
Kg/m
2
5598
σl
Kg/m
2
6050
σs
Kg/m2
1
Kg/m
2
Kg/m2
6327
3
Kg/m2
7231
2
5100
2
4
Kg/m
σmax
Kg/m2
σmin
Kg/m
2
18426
-4869 mayor 1, 2, 3, 4 menor 1, 2, 3, 4 ≈ σ σmax < σa
Checheo Capacidad
18426 -4869 O.K.
CHEQUEO AL VOLCAMIENTO Hipotesis crítica COMPRESION
MR1
Kg-m
254648
Momento trans. 1
MT1
Kg*m
52879
Momento long. 1
ML1
Kg*m
49650
Momento trans. 2
MT2
Kg*m
9650
Momento long. 2
ML2
Kg*m
9650
Mom. restaur. trans.
MRT
Kg*m
264298
Mom. restaur. long.
MRL
Kg*m
264298
Momento restaurador
MRc
Kg-m
373773
Mv
Kg-m
319153
Momento al vuelco
clm/rcg
7.2
Rev.CimTC99+6m EB. LA PITA-Cap. 7
TORRE 99+6m EB. CERRO LA PITA
I. P. DOLMEN S.A. F.S. vuelco compres.
FSvc
MRc/Mv
1,17
Hipotesis crítica TRACCION
MR1
Kg-m
205520
ht
m
2,20
Rt
Kg
6293
hl
m
2,20
Rl
Kg
6293
MT1
Kg-m
49614
ML1
Kg-m
52483
MT2
Kg-m
9650
ML2
Kg-m
9650
Mom. restaur. trans.
MRT
Kg*m
215170
Mom. restaur. long.
MRL
Kg*m
215170
Momento restaurador
MRa
Kg-m
304296
Momento vuelco 1
Mv1
Kg-m
132340
Mom. vuelco trans.
Mvt
Kg-m
181955
Mom. vuelco long.
Mvl
Kg-m
184823
Momento vuelvo
Mva
Kg-m
259359
F.S. vuelco tracción
FSvt
MRa/Mva
1,30
F.S. volcamiento
FSv
menor FSvc, FSvt
1,30
FSv > 1.30
O.K.
Checheo Volcam. ESFUERZOS ACTUANTES MAYORADOS (CARGAS DE DISEÑO) Hipotesis crítica P'
Kg
ht'
m
2,20
Rt'
Kg
6293
hl'
m
2,20
Rl'
Kg
6293
Mom. mayorado trans.
MT'
Kg*m
43230
Mom. mayorado long.
ML' σp'
Kg*m 2 Kg/m
40000
σt'
Kg/m2
5598
σl'
Kg/m2
6050
1
Kg/m
2
4507
2
Kg/m
2
-7592
3
Kg/m2
-6688
4 σm
Kg/m2
-18787
Kg/m2
mayor 1, 2, 3, 4
4507
σm'
Kg/m2
-6688
Esf. último diseño
σud
Kg/m
2º mayor 1, 2, 3, 4 (σm+σm')/2
Esf. último punzonam. CHEQUEO AL CORTE
σup
Kg/m2
Prom (1, 2, 3, 4)
-7140
L'(d) Φ V ΦVc
m
V
